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FirstAmendmenttoContractɋOrdinanceNo.1841303/20/18JR
ORDINANCE NO. 2013 -201
AN ORDINANCE OF THE CITY OF DENTON, TEXAS AUTHORIZING THE CITY
MANAGER TO EXECUTE A PROFESSIONAL SERVICES AGREEMENT FOR DESIGN AND
ENGINEERING SERVICES WITH GRAHAM ASSOCIATES, INC. RELATING TO THE
WIDENING OF AND IMPROVEMENT OF BONNIE BRAE ROAD FROM NORTH OF
SCRIPTURE ROAD TO U.S. HIGHWAY 380 IN AN AMOUNT NOT-TO-EXCEED $831,196.50;
PROVIDING FOR THE EXPENDITURE OF FUNDS THEREFOR; AND PROVIDING AN
EFFECTIVE DATE (FILE 5330- AWARDED TO GRAHAM ASSOCIATES, INC.).
WHEREAS, the professional services provider (the "Provider) mentioned in this ordinance
is being selected as the most highly qualified on the basis of its demonstrated competence and
qualifications to perform the proposed professional services; and
WHEREAS, the fees under the proposed Agreement are fair and reasonable, and are
consistent with and not higher than the recommended practices and fees published by the
professional associations applicable to the Provider's profession, and such fees do not exceed the
maximum provided by law; NOW, THEREFORE,
THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS:
SECTION 1. The City Manager, or his designee is hereby authorized to enter into a
Professional Services Agreement with Graham Associates, Inc., Arlington, Texas to provide
professional design and engineering services in the amount of $831,196.50, relating to the widening
and improvement of Bonnie Brae Road from North of Scripture Road to U.S. Highway 380; a copy
of which Agreement is attached hereto and incorporated by reference herein.
SECTION 2. The City Manager, or his designee is authorized to expend funds as required
by the attached Agreement.
SECTION 3. The City Council of the City of Denton, Texas hereby expressly delegates the
authority to take any actions that may be required or permitted to be performed by the City of
Denton, Texas under File 5330 to the City Manager of the City of Denton, Texas, or his designee.
SECTION 4. The findings in the preamble of this ordinance are incorporated herein by
reference.
SECTION 5. This ordinance shall become effective immediately upon its passage and
approval.
PASSED AND APPROVED this the day of 2013.
IJ
ATTEST:
JENNIFER WALTERS, CITY SECRETARY
By:
APPRO ED AS TO LEGAL FORM:
ANITA BURGESS, CITY ATTORNEY
ItBy:
2 -ORD -File 5330
PROFESSIONAL SERVICES AGREEMENT
FOR ARCHITECT OR ENGINEER
THIS AGREEMENT is made and entered into as of the day of
2013, by and between the City of Denton, Texas, a Texas municipal
corpor on, with its principal office at 215 East McKinney Street, Denton, Denton
County, Texas 76201, hereinafter called "Owner" and Graham Associates, Inc., with its
corporate office at 600 Six Flags Drive, Suite 500, Arlington, Texas 76011 hereinafter
called "Design Professional," acting herein, by and through their duly authorized
representatives.
In consideration of the covenants and agreements herein contained, the parties hereto do
mutually agree as follows:
SECTION 1
EMPLOYMENT OF DESIGN PROFESSIONAL
The Owner hereby contracts with the Design Professional, a licensed Texas architect or
engineer, as an independent contractor. The Design Professional hereby agrees to
perform the services as described herein and in the Proposal, the General Conditions, and
other attachments to this Agreement that are referenced in Section 3, in connection with
the Project. The Project shall include, without limitation, but shall not be limited to the
following major components (for a more precise or comprehensive description of the
Scope refer to Exhibit 2, Attachment E):
A. Conceptual Design , Plans
Task 1: Bonnie Brae Street (From Scripture Street to University Drive) -
Conceptual plans (30% Plans) for this section of the project shall be prepared to
such detail as is necessary to resolve all conceptual issues. Conceptual plans must
be approved by Owner prior to Design Professional commencing with the
preparation of preliminary design construction plans.
B. Preliminary Design Construction Plans
Task 1: Bonnie Brae - Scripture Street to University Drive — Prepare 30% Plans,
Specifications, and Estimate.
1. Preliminary plans title sheet with index of sheets.
2. Project layout.
3. Existing /proposed typical sections.
4. Preliminary plans summary sheets.
5. Alignment sheets.
6. Plan/profile sheets for all alignments (horizontal and vertical alignments
final upon approval of 30% plans level).
7. Preliminary plans intersection layouts.
C.
8. Drainage area maps.
9. Hydraulic computations.
10. Preliminary plans culvert layouts.
11. Preliminary plans storm sewer layouts.
12. Preliminary plans water and sanitary sewer layouts only.
13. Pavement design report.
Preliminary Right -of -W Documents, 60% Plans for Bonnie Brae Street from
Scripture Street to University Drive
Task 1: - Right -of -Way Determination for the project streets - In conformance
with City and State standards, Design Professional shall survey, render field
notes, and prepare detailed plans (right -of -way strip maps) and individual parcel
exhibits for any additional right -of -way and /or easements, including temporary
construction easements, needed. Design Professional shall also set control points,
which shall be based on NAD -83, on both sides of the road. The required items
are necessary for the acquisition of right -of -way required to construct Project.
This information shall be required prior to acceptance of final construction plans.
Task 2: Bonnie Brae Street - Scripture Street to University Drive - At such time
as Design Professional is directed by Owner, Design Professional shall prepare
the following:
1. Title sheet with index of sheets.
2. Project layout.
3. Existing /proposed typical sections.
4. Plans summary sheets.
5. Plans traffic control plan.
6. Alignment sheets.
7. Plan/profile sheets for all alignments.
8. Intersection layouts.
9. Miscellaneous roadway details.
10. Drainage design.
11. Drainage area maps.
12. Hydraulic computations.
13. Water and sewer plan
14. Culvert layouts.
15. Storm sewer layouts.
16. Utility exhibits.
17. Traffic signal layouts.
18. Illumination layouts.
19. Signing layouts.
20. Pavement marking layouts and delineation.
21. Erosion Control layouts.
22. Cross - sections.
The preliminary plans will include water, sewer, and drainage improvements
design, and preliminary work on utility relocations.
2
D. Final Construction Plans
Task 1: Final Design Construction Plans (90% Plans) — Bonnie Brae Street -
Scripture Street to University Drive
1. Construction plans.
2. Bid proposal.
3. Special specifications as required.
Task 2: Right -of -Way
1. Prepare final right -of -way plans and documents for all streets on the
project.
E. 100 %Construction Plans, Right -of -Way, and Specifications
Task 1: 100% Bonnie Brae Street -Scripture Street to University Drive
1. Revise plans per Owner's review comments.
2. Revise specifications /bid documents per Owner's review comments.
3. Revise right -of -way documents per Owner's review comments.
F. Miscellaneous Requirements —
1. Design Professional shall furnish, upon request by Owner, one (1) set of
film reproducibles of the "Final" approved and dated plans. Design
Professional shall submit an electronic copy of the drawings in a format
acceptable to the Owner.
2. The Design Professional shall also prepare Record Drawings utilizing the
construction plans based upon redline markups reflecting any field
changes. The Contractor shall prepare and supply the redline markups to
the Design Professional after construction is complete. Design
Professional shall submit one (1) set of film reproducibles and an
electronic copy of the Record Drawings in a format acceptable to the
Owner.
3
SECTION 2
COMPENSATION
Total compensation for the Design Professional contemplated under the terms of this
agreement shall be $831,196.50 for all services including reimbursable expenses. The
Owner shall compensate the Design Professional as follows:
2.1 BASIC SERVICES
2.1.1 For Basic Services the total compensation shall be $454,445.00.
2.1.2 Progress payments for Basic Services shall be paid monthly based on the
actual work satisfactorily completed per month in each phase as a percentage of the
overall compensation for that phase, with the following percentages of the total
compensation for the Basic Services for each phase of the Project:
Schematic Design Phase 20%
Design and Development Phase 30%
Construction Documents Phase 30%
Bidding Phase 8%
Construction Phase 12%
100%
2.2 ADDITIONAL SERVICES
2.2.1 For Additional Services the total compensation shall be $366,751.50.
Compensation for Additional Services shall be based on actual services authorized
and performed with lump sum or maximum not to exceed subtotals depending on
the service provided all as shown in Exhibit 2, Attachment A. The schedule for the
hourly rates is attached as Exhibit 4.
2.2.2 Compensation for Additional Services of consultants, including additional
structural, mechanical and electrical engineering services, geotechnical services,
right -of -way services, etc. shall be based on a multiple of 1.1 times the amounts
billed to the Design Professional for such additional services.
2.3 REIMBURSABLE EXPENSES Reimbursable Expenses shall be a multiple of
1.05 times the expenses incurred by the Design Professional, the Design Professional's
employees and consultants in the interest of the Project as defined in the General
Conditions but not to exceed a total of $10,000.00 without the prior written approval of
the Owner. This amount does not include appraisals, escrow fees, abstract fees, title fees,
FEMA review fees.
El
SECTION 3
ENTIRE AGREEMENT
This Agreement includes this executed agreement and the following documents all of
which are attached hereto and made a part hereof by reference as if fully set forth herein:
Exhibit 1. City of Denton General Conditions to Agreement for Architectural or
Engineering Services.
Exhibit 2. The Design Professional's Proposal
Attachments A through E:
Attachment A — Summary of Engineering Fees
Attachment B —Projected Plan Sheets
Attachment C — Organizational Chart
Attachment D — Estimate of Construction Costs
Attachment E — Scope of Services and Deliverables
Exhibit 3. Project Schedule
Exhibit 4. Schedule of Rates
This Agreement is signed by the parties hereto effective as of the date first above written.
ATTEST:
JE FER WALTERS, CITY SECRETARY
BY. I A\h 1 k , !A 1) 14A t
BY:
ATT
CITY OF DENTON, TEXAS
A Municipal Corporation
B G
GE ROE C. CAMPBELL
CITY MANAGER
GRAHAM ASSOCIATES, INC.
A Corporation
BY:
W. FF <1 LLIAMS, P. E7.
PRESIDENT
Exhibit I
CITY OF DENTON
GENERAL CONDITIONS
TO
AGREEMENT FOR ARCIIITECTURAI OR ENGDNEERING SERVICES
ARTICLE 1. ARCHITECT OR ENGINEER'S RESPONSIBILITIES
1,1 The Architect or Engineer's santices consist of those services for the Project (as defined in the agreement (the "Agreemenfl and proposal (the "Proposal!) to which these
General Conditions are attached) performed by the Architect or Engineer (hereinafter called the "Design Professionei'l or Design Professionals employees and consultants us
enumerated in Articles 2 and 3 ofthese. General Conditians as modified by the Agreement and Proposal (the "Services").
1,2 The Design Professional will perform all Services to an independent contractor to the prevailing professional standards consistent withthe level ofmc. and skill ordinarily
exercised by members ofthe same profession currently practicing in the same locality under similar conditions, Including reasonable, informed judgments and prompt timely
actions (the "Degree of Care"), The Services shall be performed as expeditiously as is consistent with the Degree of Care necessary for the orderly progress ofthe Project
Upon request ofthe Owner, the Design Professional shall submit for the Ownees approval a schedule for the performance ofthe Services vHch may be adjusted as the Project
proceeds, and shall include allowances for periods ofthe required for the Ovnets review and for approval of submissions by authorities having Jurisdiction over the Project
Time limits established by this schedule and approved by the Owner shall not, except for reasonable cause, be exceeded by the. Design Professional or Omer, and any
adjustments to this schedula shall be mutually acceptablato both parties.
ARTICLE 2 SCOPE OTBASIC SERVICES
2,1 BASIC SERVICES DEFINED The Design Professional's Basic Services consist ofthose described In Sections 2.2 through2.6 ofthese (iencral Conditions and include
%Athoutlimitation normal struetural, civil, mechanical and electrical engineering services and any other engineering services necessary to produce a complete and accurate set of
Construction Documents, as described by and required in Section 24. ThoBasic Services may be modified bythe Agreement
2.2 SCHEAIATICDESIGNPRASE
2,2,1 The Design Professional, in consultation with the Owner, shall develop a written program for the Project to ascertain Owners needs and to establish the
requirements fortheProject
2.22 The Design Professional shall provide a preliminary evaluation of the Owner's program, construction schedule and construction budget requirements, each in
terms of the other, subject to the limitations set forth in Subsection 5.2, 1.
2,2,3 The Design Professional shall review with the Owner alternative approaches to design and construction of the Project
2.2.4 Based on the mutually agreed-upon program, schedule and construction budgetrequItemen% the Design Professional shall prepare for approval by the Owner.
ScitematioD sign Documents consisting of drativings and other documents illustrating the scale and relationship of Project components. The Schematic Design shall '
contemplate compliance with all applicable laws, statutes, ordinances, codes and regulations.
2.2.5 The Design Professional shall submit to the OTvner a preliminary detailed estimate of Construction Cost based on current area, volume or other unit costs and
which indicates the cost of each category of wmrlc involved In constructing the Project and establishes an elapsed time factor for the period of time from the
commencementtothe completion of construction,
23 DESIGN DEVELOPAENTPHASE
2.3.1 Based on the approved Schematic Design Documents and any adjustments authorized by the Owner in the program, schedule or construction budget the Design
ProfAssional shallpropare for approval by the Owner, Design Development Documents consisting of drawings and other documents to fix and describe the size and
character ofthe Project as to architectural, structural, mechanical and electrical systems, materials and such outer elements as may be appropriate, whichshall comply
with all applicable laws, statutes, ordinances, codes and regulations. Nrotwithstanding Owner's approval of the documents, Design Professional represents that the
Documents and specifications will be sufficient and adequate to fulfill the purposes ofthe ProjWL
2.3.2 The DesignProfessionalshall advisetheOwnerofanyadjustmentstotheprelimioary estimateofConstructionCostinafurtherDetai ledStatementasdesen 'bed
in Secdon2.25,
2.4 CONSTRUCTIONDOCUhIENTS PHASE
2.4.1 Based on the approved Design Development Documents and any further adjustments in the scope or quality ofthe Project or in the construction budget
authorized by the Omer, the Design Protbssional shall prepare, for approval by the Owner, ConslnrctionDocuments consisting of Drawings and Specifications setting
forth in detail requirements for the construction of theProjet% which shall complywith all applicable laws, statutes, ordinances, codes and regulations,
2.41 The Design Professional shall assist the Owner In the preparation of the necessary bidding or procurement information, bidding or procurement (rams, the
Conditions ofthe Contract, "the form ofAgreementbetween the Owner and Contractor.
2.4,3 The Design Professional shall advise Via Owner of any adjustments to previous pretimilmy estimates of Construction Cod indicated byclianges in requirements
or general market conditions.
2.4,4 The Design Professional shalt assist the Omer in connection with the Owner's responsibility for filing documents required for the approval of governmental
authoritieshaving jurisdiction overtheProject
2,5 CONSTUCI'IONCONTRACTPROCUREMENT
2,5,1 The Design Professional, following the Owner's approval of the Construction Documents and of the latest preliminary detailed estimate of Construction Cost,
shall assist the Ovmer in procuring a construction contract for the Project througifmy procurement method that is legally applicable to the Project including without
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limitation, the competitive sealed bidding process. Althought heOwnerwillconsidertheadviceoftheDesipProfessional, theawardoftheconstructioncoutmctisin
the sole discretion of the Owner.
2.5.2 If the construction contract amount for the Project exceeds the total construction cost of the Project as set forth in the approved Detailed statement of Probable
Construction Costs of the Project submitted by the Design Professional, then the Design Professional, at its sole cost and expense, will revise the, Construction
Documents as may be required by the Owner to reduce or modify the quantity or quality of the work so that the total construction cost of the Project will not exceed
the total construction cost set forth hi the approved Detailed Statement of Probable Constriction Costs,
2,6 CONSTRUCTION 1'HA.SE -ADAM TRATION OF Till; CONSTRUCTION COWRACT
2.6.1 l be, DesignProfessional' sresponsibility toprovideBasicServicesfortheConstructionPhaseunderthisAgreementcommences withtheawardoftheContract
for Construction and tenuinatesat the issuance to the Owner oftheinalCertificateforPayment unless extended under the terms ofSubscedon8.3.2.
2.6.2 The Design Professional shall provide detailed administration of the Contract for Construction as set forth below. For design professionalss the administration
shall also be in accordance with AIA document A201, General Conditions of the Contract for Construction, current as of the date of the Agreement as may be
Standard Specifications orl ublioWorks Constmotionby the NorthpCenrtral Texas Council of Governments, ct=ent as of the date of die Agreemen�unles otherwise
provided in the Agreement
2.63 Construction Phase dories, responsibilities end limitations of authority of the Design Professional shall not be restricted, modified or extended without written
agreement of the Owner and Destgrprofessional.
2.6A Tha Design Professional shall boa representative of and shall advise and consult with the Owner (1) during construction, and (2) at the Owners direction from
time to time during the correction, or warranty period described in the Contract for Constrction. The Design Professional shall havesuthority to act on behalf ofthe
Owner only to the extent provided hthe Agreement and these General Conditions, unless otherwise modified by writ(en instrument
2.6,5 The Design Professional shall observe the construction site at least one time a week, white construction is in progress, and as reasonably necessary wiille
construction is not in progress, to become familiarwith the progress and quality of the work completed and to determine If the work is being performed in a manner
indicating that the work whon completed will be- inaecordance with the Contract Documents. Design Professional sliall provide owner a written report subsequentto
each on -site visit On the basis of on -site observations the Design Professional shalt keep the Owner informed of the progress and quality of the work, and shall
exereisethe Degree of Care and diligence in discovering and promptly reporting to the Owner any observable defects or deficiencies tithe work of Contractor or any
subcontractors, The Design Professional represents that he will follow Degree of Care in performing all Services under the Agreement. The DeslgaWofessioralshall
promptly correct any defective designs or specifications furnished by the Design Professional at no cost to the Owner The Owner's approval, acceptance, toe of or
payment for all or any part of the Design Professional's Services hereunder or of the Project itself shall In no vvay Ater the Design Professional's obligations or the
Owner's rightshereunder.
2.6.6 The Design Professional shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or
procedures, or for safety precautions and programs in connection with the work The Design Profbss[onal shall not beresponsible for the, Contractor's schedules or
failure to carry out the work in accordance with the Contract Documents except insofar as such failure may result from Design Professional's negligent acts or omis-
sions. The Design Professional shall not have control over or charge of acts or omissions of the Contractor, Subcontractors, or their agents or employees, or of any
other persons performing portions ofthe work
24,7 The Designprofess[ onal shot atall times have accesstothowo rkwhereveritISinpreparationorprogress.
2.6.8 Except as may other ,4se be provided in the Contract Documents or when direct communications have been specialty, authorized, the Owner and Contractor
.shall communicate through the Designptofessional. Communjeadons by and vAth the Design 11:rofessional's consultants shall be through the Design professional.
2.6.9 Based on the Design Professional's observations at the site of the work and evaluations of the, Contractor's Applications for Payment, the Design Professional
shall review and certify the amounts due the Contractor.
2.6.10 The Design Professional's certifloation for payment shall constitute it representation to the Owner, based ontho Design Professional's observations atthe site as
provided in Subsection 2.6.5 and on the data comprising the Contractor's Application for Payment; that the %vork has progressed to the point indicated and that the
quality of the Work is in accordance with-the Contract Documents, Thb foregoing representations are subject to minor deviations from the Contract Documents cor-
reotab[e prior to completion and to specific qualifications expressed by the Design Professional. The issuance of a Certificate for Payment shat fiulher constitute a
representation t the Contractor is entitled to payment in the amount certified. Hoivaver, the issuance of a Certificate for Payment shall not boa representation that
the Design Professional has (1) reviewed construction means, methods, techniques, sequences or procedures, or (2) ascertained how or for what purpose the Contractor
has used money previously paid on account of the Contract Sum.
2.6.11 The Design Professional shall have the responsibility and authority to reject work which does not conform to the Contract Documents. Whenever the Design
Professional considers it necessary or advisable for implementation of the intent of the Contract Documents, the Design Professional will. have authority to require
additional inspection or testing of the work in accordance with the provisions of the Contract Documents, whether or not such Work is fabricated, installed or
completed. However, neither this authority of tho Design Professional nor a decision made in good faith eitherto exercise or not exercise such authority shall give rise
to a duty or responsibility of the Design Professional to the Contractor, Subcontractors, material end equipment suppliers, their agents oremployees or other persons
performing portions of the work.
2.6.12 The Design Professional shall review and approve or talmm other appropriate action-upon Contractor's submittals such as Shop Drawings, Product Data and
Samples for the purpose of (1) determining compliance with applicable laws, statutes, ordinances and codes; and (2) determining whether or not the Merl, when
completed, will be in compliance with the requirements ofthe Contract Documents. The Design Professional sbat act with such reasonable promptness to causeno
delay in the work or in the construction of the Owner or of separate contractors, while allowing sufficient time in the Design Professional's professional judgment to
perm[t adequate review. Review ofsuch submittals is not condueled for the purpose Welermining ther owumvy and completeness ofather details such as dimensions
and quantities or for substantiating instructions for Installation or performance of equipment or systems designed by the Contractor, all of which remain the
responsibility ofthe Contractor to_ he extent required by the Contract Documents. TheDesigaProfessionalsreviewshatnotconstituteapprovalcfsafetyprecautions
o , unless otherwise specitcally stated by tho Design Professional, of construction means, methods, techniques, Sequences or procedures. The Design Professional's
approval ofa specific item shall not indicate approval of an assembly ofwhich the item is a component When professional certification ofperformance characteristics
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of materials, systems or equipment is required by the Contract Documents, the Design Professional shall be. entitled to rely upon such certification to establish that the
materials, systems or equipment will meet the Performance criteria required by the Contact Documents.
2.633 The Design Professional shall prepare Change Orders and Construction Change Drrectives, with supporting documentation and data if detmed necessary by
the Design Professional as provided in Subsections 3.1.1 and 3.3.3, for the Owner's approval and execution in accordance with the Contract Documents, and may
authorize minor changes in the work not involving an adjustment in the Contract Sum or an extension of the Contract Time nideh are not inconsistent with The intent
of the Contract Documents.
2.6.14 On behalf of the Over, the Design Professional shall conduct inspections to determine the dates of Substantial Completion and Final Completion, and if
requested by the Owner shall issue Certificates of Substantial and Final Completion. The Design Professional will receive and revioNvwritten guarantees and related
documents required by the Contract for Construction to be assembled by the Contractor and shall issue a final certificate for Payment upon compliance with the
requirements orthe ContractDocuments,
2.6.15 TheDesigr.Professional shall interpret and provide recommendations on matters conoemingperformance of the Owner and Contractor under thercquirements
of the Contract Documents on written request of either the Owner or Contractor. Tho Design Professional's response to such requests shall be made vdthreasonable
promptness and vvithin any time limits agreed upon
2.6.16 interpretations and decisions of the Design Professional shall be consistentwith the intent of end reasonably inferable from the Contract Documents and shall
befnwritingorin the form ofdrawings. When making such interpretations and Wtial decisions, thoDesign. Profmional shall endeavor to secure faiM performancO
by both Owner and Contractor, and shall notbe liable for results or interpretations or decisions so rendered in good faith in accordance with all the provisions of this
Agreement and in the absence ofnegligence,
2.6.17 The Design Professional shall render written deaisfons within a reasonable Time on all claims, disputes or other matters in question between the Owner end
Contractorrelatingto the execution or progress of the work as provided inthe ContraotDoeuments.
2418 The Design Professional (1) shall render services under the Agreement in accordance with the Degree of Care; (2) wflirefmburse the Owner for all damages
caused by the defective designs tho Design Professional prepares; and (3) by acknowledging payment by tho Owner of any fees due, shall not be released from any
rights the Owmr may have under the Agreement or diminish any of the Design Professional's obligations thereunder.
2.6,19 The Design Professional shall provide the Owner with four sets of reproducible prints showing all significant changes to the Construction Documents during
the Construction Phase.
ARTICLE 3 ADDITIONAL SERVICES
3.1 GENTERAL
311 The services described in this Article 3 are not included in 33asfe Services unless so identified in the Agreement or Proposal, and they shall be paid for by the
owner as provided in the Agreement, in addition to the compensation for Basic Services, The services described under Sections 3.2 and 3A shall only be provided if
authorized or confirmed in writing by the Owner. If services dmonbed under Contingent Additional Services in S eetion 3.3 are required duo to ctreumstances beyond
the Design Professional's control, the Design Professional shall notify the Owner in writing and shall not Commence such additional services until it receives written
approval from the Owner to proceed. If the Omer indicates in writing that all or part of such ContingentAdditional Services are not required, the Design Professional
shall have no obligation to provide those 6ervices. Owner will be responsible for compensating the Design Professional for Contingent Additional Sorvfces only if
they are not required duo to the negligence or fault ofDesign ProfessionaL
3,2 PROJECTREPRESENTATION BEYOND 13ASICSERVICES
32.1 1r' more extensive representation at the site than is described in Subsection 2.6.5 is required, the Design Professional shall provide one or more Project
Representatives to assist in carrying out such odditional on-site responsibilities.
312 Project Representatives shall be selected, employed and directed by the Design Professional, and tho Design Professional shall be compensated therefor as
agreed by the Owner and Design Professional.
35 CONTINGENTADDITIONALSERVICES
3.3.1 Making material revisions in Drawings, Specifications or other documents when such revisions are:
1. inconsistent with approvals or instnrotions previously given by the owner, including revisions made necessary by adjustments to the Owner's
program or Project budget;
2. required bytho enactment orrevision ofcodes, laws orregulations subsequmtto the preparation of such documents, or
3, due to changes required as a result of the Owner's failure to render deofsion in atimely manner.
3.32 Providing services required because of significant changes in the Project including but not limited to, size, quality, complexity, or the Owner's schedule, except
for services required under Subsection2.5.2.
3.3.3 Preparing Drawings, Specifications and other documentation and supporting data, and providing other services in connection with Change Orders and
Construction Change Directives.
33.4 Providing consultation wncemingreplacement ofwvrk damaged by fire or other cause during construction, and Aunishing services required in connection with
the replacement of such wv&
3.33 Providing services made necessary by the default of the Contractor, by major defects or deficiencies in the work of the Contractor, or by failure ofperfomranee
ofeither the Owner or Contractor under the Contract for Construction.
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3.3.6 Providing services in evaluating an extensive number of claims submitted by the Contractor or others in connection with the Hark.
3.3.7 Providing services in connectionvrith a publiehearing, arbitration proceeding or legal proceeding oxcept wfierethe Design Professional is party thereto.
33.8 Providing services in addition to those required by Article 2 forpreparing documents for alternate, separate or sequential bids or providing services in connection
with bidding orconstructionpriorto the completion of the Construction Documents Phase.
3.3.9 Notwithstanding anything contained in the Agreement, Proposal or these General Conditions to the contrary, all services described in this Article 3 that are
caused ornecessitated in whole or in part due to the negligent actor omission of the Design Professional shall be performed by theDesign Professional as apart of the
Basic Services under the Agreement with no additional compensation above and beyond the compensation due the Design Professional for the Basic Services. The
intervening or concurrent negligence of the owner shall not limit the Design Professional's obligations under this Subsection 3.3.9.
3.4 OPTIONAL ADDITIONAL SERVICES
3.4.1 Providing financial feasibility or other special studies.
3.4.2 Providing planning surveys, site evaluations or comparative studies ofprospeetive sites.
3.4.3 Providing special surveys, environmental studies and submissions required for approvals of govermnental authorities or others having jurisdiction over the
Project
3.4.4 Providing services relative to future facilities, systems and equipment
3.4.5 Providing services to investigate existing conditions or facilities or to make measured drawings thereof.
3.4.6 Providing servieesto verity the accuracy ofdrawings or other information famished by the Owner.
3.4.7 Providing coordination of construction performed by separate contractors or by the Owner's own forces and coordination of services required in connection with
construction performed and equipmentsupplied by tho Owner.
3.4.8 Providing detailed quantity surveys or inventories ofmatedal, equipment and labor.
349 Providing analyses of operating and maintenance costs.
3.4.10 Making investigations, inventories of materials or equipment orvaluations and detailed appraisals of existing facilities.
3.4.12 Providing assistance in the utilization of equipment or systems such as testing adjusting and balancing preparation of operation and maintenance manuals,
training personnel for operation and maintenance and consultation during operation.
3.4.13 Providing interior design and similar services required for or in connection vrith the selection, procurement or installation of furniture, fumishings and related
equipment:
3.4.14 Providing services other than as provided In Section 2.6.4, after issuance to the Owner of the Coral Certificate for Payment and expiration of the Warranty
period of the Contract for Construction.
3.4.15 Providing services ofconsultants for other than architectural, civil, stmctural, mechanical and electrical engineering portions of the Projectprovided as apart of
Basio Services.
3.4.16 Providing any other services not otherwise Included in this Agreement or not customarily famished in accordance with generally accepted arohilectutal
practice.
3.4.17 Preparing a set of reproducible record drawings in addition to those required by Subsection 2.6.19, showing significant changes In the rmork made during eon.
struction based on marked -up prints, drawings and other data furnished by the Contractor to the Design Professional,
3.4.18 Notwithstanding anything contained in the Agreement, Proposal or these General Conditions to the contrary, all services described in this Article 3 that are
caused or necessitated in whole or in part due i0 thenegligent Oct or omission of the Design Professlonal shall be performed by the Design Professional as a part of the
Basic Services under the Agreement vrithno additional compensation above and beyond the compensation due the Design Professional for the Basic Services. The
Intervening orconourrentnegligence ofthe Owncrshall not limit the Design Professional's obligations under this Subsection 34.18.
ARTICLE 4 ON'tNER'S RESPONSIBILITIES
4.1 The Owner shall consult with the Design Professional regarding requirements for the Project including (1) the Owners objectives, (2) schedule and dosign
constraints and criteria, including space requirements and relationships, flexibility, expendability, special equipment, systems and site requirements, as more speoi-
AWly desonbed in Subsection 2.2.1.
4.2 The Owner shall establish and updato an overall budget for the Project including the Construction Cost the Owner's other costs and reasonable contingencies
related to all ofthese costs,
4.3 If requested by the Design Professional, the Omvner shall f3tmish evidence that financial arrangements havebeen made to Mfill the Owner's obligations under this
Agreement
Page 4 of 8
HAMIsMank FormAGENEPAL CONDIT IONS- ARCHHECT- ENGINEER Revised 052209.doe Revised 5.30.02
4.4 The Nmer shall designate a representative authorized to act on the Ovamer's behalfwith respect to the Project. The Owner or such authorized representath a shall
render decisions in atinioly, manner pertaining to documents submitted by theDesign Professional in order to avoid unreasonable delay in the orderly and sequential
progress oftheDesigaProfessional's services.
4.5 Where appl icabl e, the Owner shall furrmfsh surveys describing physical characteristics~ legal limitations and utility locations for the site of the Project, and a wwritten
legal description of the site. The surveys and legal information shall include, as applicable, grades and lines of streets, alleys, pavements and adjoining property and
structures; adjacent drainage; rights-Of-Way, restrictions, casements, encroachments, zoning, deed restrictions, boundaries and contours of the site; locations,
dimensions and necessary data pertaining to existing buildings, other improvements and trees; and information concerning available utility services and lines, both
public and private, above and below grado, Including inverts and depths. All the information on the survey shall be referenced to a projectbenchmark
4.6 Where applicable, the Owner shall furnish the services of geotechnical engineers v lien such services are requested by the Design Professional. Such services may
include but are not limited to test borings, testpits, determinations ofsoil bearing values, percolation tests, evaluations of hazardous materials, ground corrosion and re-
sistivity tests, including necessary operations for anticipating subsoil conditions, with reports and appropriate professional recommendations.
4.6.1 The Omersball furnish the services of other consultants Nvhca such SeMces are rM0110blY required by the scope of the Project and are requested by tho Design
Professionai and are not retained by the Design Professional as part of itsBasio Services or Additional Services,
4.7 When not a part of the Additional Services, the Owner shall furnish structural, mechanical, chemical, air and water pollution tests, tests ofhazardous materials,
and other laboratory and environmental tests, inspections and reports required by law or the Contract Documents.
4.8 The Owner shall furnish all legal, accounting and insurance counseling services as may be necessary at any time for the Project; including auditing services the
Owner may require to verify the Contmetmr's Applications for Payment or to ascertain how or for what purposes the Contractor has used the money paid by or on
behalf ofthe Owner.
4.9 The services, information, surreys and reports required by Owner under Sections 4.5 through 4.8 shall be furnished at the Owners expense, and the Design
Professional shall be entitled to rely upon the accuracy and completeness thereof in the absence of any negligence on the part of the Design Professional.
4,10 The Owner shall give prompt wdttennoticeto the Design Professional if the Owner becomes Aware of any fault ordefectin ale Project ornonconformancewith
the Contract Docum eats.
4,11 Design Professional shall propose language for certificates or certifications to be requested of the Design Professional or Design Professional's consultants and
shall submitsuohto the Owner for review and approval at least fourteen (14) days prior to execution. 'lire Owner agrees not to request certifications that would require
knowledge or scrvlces beyond the scope of the Agreement
ARTICLE CONSTRUCTION COST
5.1 CONSTRUCTION COST DEFINED
5.1.1 TheconstnicdonCogshallbethetotalcostorestimatedcosttotheOwnerofallelementsoftheProjectdesignedorspecifiedbytheDesignProfessional.
5.1.2 The Construction Cost shall include the cost atcurrent market Yale$ of labor an6matedats furnished by thd Owner and equipment designed, specified, selected or
specially provided for by iho Design Professional, plus n reasonable allowance for the Contractor's overhead and profit, in addition, a reasonable allowance, for con-
tingencies shall be inoluded for market conditions at the time of bidding and for changes in the -work during construction.
5.X.3 Construction Cost does not include the compensation of the Design Professional and Design Professional's consultants, the costs of the land, rights -of --say,
financing oroihercosts -which aretheresponsibility of the Owsteras provided in Article 4.
5.2 RESPONSII3ILTTY FOR CONSTRUCTION COST
5.2.1 Evaluations of the Owner's Project budget, preliminary estimates of Construction Cost and detailed estimates of Construction Cost prepared by the Design
Professional represent the, Design Professional's best judgment as a design professional familiar with the construction industry. It is recognized, however, thatnelther
the Design Professional nor the Owner has control over the cost of labor, materials or equipment, over the Contractors methods of detemifning bid prices, or over
competitive bidding or market conditions, Accordingly, the Design Professional cannot and does not %varrant or represent thatbids or cost proposals will not vary
from the Owner's Project budget or from any estimate ofConsbuetion Cost orevaluadon prepared or agreed to by the Design Professional,
5.2.2 No fixed limit ofCorigniction Cost shalt be established as a condition of the Agreomaitt by the fiuirishinmproposal or establishment ofa Projectbudget, unless
such fixed limit has been agreed upon in writing and signed by the parties thereto. Ifsuch a fixed limit has been established, the Design Professional shall be permitted
to include contingencies for design, bidding and price escalation, to determine what materials, equipment, component systems and typos of construction aro to be
included In the ContractDocuments, to make reasonable adjustments In tho scope of the Project and to include in the ContractDocurnents alternate bids to adjust the
Construoion Cost to the fixed limit. Fixed limits, ifany, shall be increased in the amount ofan Increase in the contract Sum occurring after execution ofthe Contract
for Construction
5.23 If the Procurement Phase has not commenced within 90 days after the Design Professional submits the Construction Documents to the Owner, any Project
budget or fixed limit ofConstruction Cost shalt be adjusted to reflect changes In the general level ofpriees in the construction industry between the date of submission
offlia Construction Documents to the Owner and the date on which proposals are sought.
ARTICLE 6 OWNERSMP AND USE OF DOCUMENTS
6.1 Ilia Drawings, Speciheations and other documents prepared by the Design Professional for this Project are instruments of the Design Professional's service and shall
become the property of the Owner upon termination or completion of the Agreement The Design Professional is entitled to retain copies of all such documents. Such
documents are intended only be applicable to this Project, and Owner's use of such documents in other projects shall be at Owner's sole risk and expense. In the event the
Owner uses any of the.infonnation or materials developed pursuant to the Agreement in another project or for other purposes than are specified in the Agreement, the Design
Professional is released from any and all liability relating to their use in thatproject
Page 5 of 8
MwiselBlank FormslGEt mRAL CONDITIONS •ARCHITECT- ENGINEERRevised 052209.doo Revised 5.30 -02
6.2 Submission or distribution of documents to meet official regulatory requirements or for similar purposes In conneotionwith the Project is nDttGbe construed aspublication
in derogation ofthe Design Profossional's reserved rights.
ARTICLE TERMINATION, SUSPENSION ORABANDONI1iENT
7.1 The Design Professional may terminate the Agreement upon not less than thirty days mvritten notice should the Omer fail substantially to perform in accordance with the
terms of the Agreement through no fault of the Design Professional, Owner may terminate the Agreement or any phase thereof with or without cause upon thirty (30) days
prior written notice to the Design Professional. All Work and labor being performed under the Agreement shall cease immediately upon Design professional's receipt of such
notice. Before tho end of the thirty (30) day period, Design Professional shall invoice the Owner for all work it satisfactorily performed prior to the receipt ofsuch notice. No
amount shall be due for lost or anticipated profits. All plans, field surveys, and other data related to the Project shall become property of the Owner upon termination of the
Agreement end shall be promptly delivered to the Owner in a reasonably organized form. Should Owner subsequently contract with a newDosign Professional for continuation
of services on the Project, Design Professional shall cooperate in providing information.
7.2 If the Project is suspended by the Owner for more than 30 consecutive days, the Design Professional shall be compensated for services satisfactorily performed prior to
notice ofsuch suspension. When the Project is resumed, the Design Professional's compensation shall be equitably adjusted to provide for expenses incuired in the interruption
and resumption ofthe Design Professional's services.
7.3 The Agreement may be terminated by the Owner upon not less than seven days written notice to the Design Professional in the event that the Project is permanently
abandoned If the Project is abandoned by the Owner for more than 90 consecutive days, the Design Professional or the Owner may terminate the Agreement by giving written
notice.
7,4 Failure of the Owner to make payments to the Design Professional for work satisfactorily completed in accordance with the Agreement shall be eonsidered substantial non-
performance and cause for termination.
7.5 If the Owner fails to make paymontto Design Professional within thirty (30) days of receipt of a statement for services properly and satisfactorily performed, the Design
Professional may, upon seven days writtennotice to the Owner, suspend performance ofservicestrnder the Agreement
7.6 In the event of termination not the fault of the Design Professional, the Design Professional shall be compensated for services properly and satisfactorily performed prior to
termination.
ARTICLES PAYMENTSTOTIBDFSIGNPROFESSIONAL
8.1 DIRECT PERSONNEL EXPENSE
8.1.1 Direct Personnel Expense is defined as the direct salaries of the Design Professional's personnel engaged on the Project and the portion of the cost of their
mandatory and customary contributions and benefits related thereto, such as employment taxes and other statutory employee benefits, insurance, sick leave, holidays,
vacations, pensions and similar contributions end benefits,
81 REROURSABLEEXPENSES
8.23 Reimbursable Expenses are in addition to compensation for Basio and Additional Services and fncludo expenses Inured by the Design Profbssional and
Design Professional's employees and consultants in the interest of the Project, as identified in thefollovving Clauses,
8.2.1.1 Expense of transportation in connection with the Projec5 expenses In connection with authorized out -of -town travel; Iong- distance communications;
and fees paid for securing approval of authorities having jurisdiction over the Project
8.2.1.2 Expense of reproductions (except the reproduction of the sets of documents referenced in Subseotion 2.6.19), postage and handling of Drawings,
Specifications and other documents.
8,2.1.3 If authori2ed in advance by the Owner, expense of overthework requiring higher than regular rates,
8.2.1.4 Expense of rwdo6igs, models andmock ups requested by the Owner.
82,15 Expense, of computer -aided design and drafting equipment time when used incormectionwith the Project,
8.2,1.6 Other expenses that are approved inad%wiceinmvritingby the Owner,
8.3 PAYMENTS ON ACCOUNT OT BASIC SERNrICE8
8.31 Payments for Basco Services shall be made monthly and, where applicable, shall be in proportion to services performed within each phase of service, on the
basis setforth in Section 2 of the Agreement and the schedule of work
8.3.2 If and to the extent that the time initially established in the Agreement is exceeded or extended through no fault of the Design Professional, compensation for any
services rendered during the additional period of time shall be computed in themaneersetforth in Section 2 of the Agreement.
8,33 When compensation is based on a percentage of Construction Cost and any portions of the Project axe deleted or otherwise not constructed, compensation for
those portions of the Project shall be payable to the extent services are performed on those portions, in aocordanco with the schedule set forth in Section 2 of the
Agreement based on (1) the Iowast bona fide bid or (2) if no such bid orproposal is received, the most recent preliminary estimate of Construction Cost or detailed
estimate of Construction Cost for suehportions of the Project.
8.4 PAYMENTS ON ACCOUNT OF ADDITIONAL SERVICES
Page 6 of S
JI M OBlank FormACTENBRAL CONJ)MONS- ARCHITECT- ENOMEERRevised 052209.doc Revised 5.30.02
8.4.1 Payments on account of the Dcsign Professional's Additional Services and for Reimbursable Expenses shall be made monthly within 30 days after the
presentation to theOwner of the Design Professional's statement of services rendered or expenses incurred.
8.5 PANTS N17T1IIIELD No deductions shall be made from the Design Professional's compensation on account of penalty, liquidated damages or other sums withheld
from payments to contractors, or on account of the cost ofohanges in the work other than those for which the Design Professional is responsible.
ARTICLE 9 INAENINITY
9,1 The Design Professional shall Indemnify and save and hold harmless the owner and Its officers, agents, and employees from and against any and alt liability,
claims, demands, damages, losses, and Expenses, including, but not limited to court costs and reasonable attorney fees incurred by the Owner, and including, vrithout
limitation, damages for bodily and personal injury, death and property damage, iesulting from the negligent sets or omissions of the Design Professional or its officers,
shareholders, agents, or employees in the performance of the Agreement.
9.2 Nothing herein shall be construed to create a liability to any person who is not a party to the Agreement, and nothing herein shall % aivc any of the parties' defenses,
both at law or equity, to any cldim, cause of action, or litigation filed by anyone not a parry to the Agreement, including the defense of governmental immunity, which
defenses are hereby expressly reserved,
ARTICLE 10 INSURANCE During the performance of the Services under the Agreement, Design Professional shall maintain the following insurance with an
insurance company licensed or authorized to do business in the State of Texas by the State Insurance Commission or any successor agency filet has a rating %vith Best
Rate Carriers of at least on A- or above:
10.1 Comprehensive General Liability Insurance with bodily injury limits of not less than $1,000,000 for each occurrence and not less than $2,000,000 in the aggregate,
and with property damage limits of not less than $100,000 for each occurrence and not less than $250,000 in the aggregate,
10.2 Automobile Liability Insurance with bodily injury limits of not less than $500,000 for each person and not less than $500,000 for each accident, and with property
damage limits of not less than $100,000 for each accident,
10.3 Worker's Compensation Insurance in accordance with statutory requirements, and Employers' Liability Insurance tivith limits of not less than $100,000 for each
accident including occupational disease,
10.4 Professional Liability Insurance with limits of not less than $1,000,000 annual aggregate.
10.5 The Design Professional shall furnish insurance certificates or insurance policies to the Owner evidencing insurance in compliance with this Article 10 at the time
of the execution of the Agreement The General Liability and Automobile Liability insurance policies shall name the Owner as an additional insured, the Workers'
Compensation policy shall contain a-tvaiver of subrogation in favor of the Owner, and each policy shall contain a provision that such insurance shall not be canceled or
modified without thirty (30) days' prior written notice to Owner and Design Professional, In such event, the Design Professional shall, prior to the eflPective date of the
change or cancellation, famish Owner with substitute certificates of insurance meeting the requirements of this Article 10.
ARTICLE II MISCELLANEOUS PROVISIONS
11.1 The Agreement shall be governed by the laws of the State, of Texas. Venue of any suit or cause of action under the Agreement shall lie exclusively in Denton County,
Texas,
11.2 The Owner and Design Professional, respectively, bind themselves, their partners, successors, assigns and legal representatives to the other party to this Agreement and to
the partners, successors, assigns and legal representatives of such other party with respect to all covenants of this Agreement. The Design Professional shall not assign its
interests in the Agreement withoutthe writienoonsent ofthe Owner.
11.3 The term Agreement as used herein includes the executed Agreement; the Proposal, these General Conditions end ether attachments referenced in Section 3 of the
Agreement which together represent the entire and integrated agreement betveen the Omer and Design Professional and supersedes all prior negotiations, representations or
agreements, either written or oral. The Agreement may be amended only by written instrument signed by both Owner and Design Professional. When interpreting the
Agreement the executed Agreement, Proposal, these General Conditions and the other attachments referenced In Section 3 of the Agreement shall to the extent that is
reasonably possible be read so as to harmonize the provisions. However, should the provisions ofthese documents be 6 conflict so that-they cannot be reasonably harmonized,
such documents shall be given priority in the following order.
1. The executed Agreement
2. Affachnicsts referenced in Section 3 of the Agreement other than the Proposal
3, Tbese General Provisions
4, ThoProposal
11.4 Nothing contained in the Agreement shall create a contractual relationship with or it cause of action in favor of a third party against either the Owner or Design
Professional.
11.5 Upon receipt of prior written approval of owner, the Design Professional shall have to right to Inolude representations ofthe design of the. Proj 04fficiudingpliotographs
Of the exterior and interior, among the Design Professional's promotional and professional materials. The Design Professional's materials shall not include the Owrior's
confidential orproprichuy information if the Ownerlles previously advised theDesign Professional in writing of the specific information considered by the Owner to be con l-
dentialorproprietary, The Owner shall provide professional credit for the Design Professional on the construction sign and in the promotional materials for the Project
11.6 Approval by the Omer shalt not constitute, nor be deemed a release of the responsibility and liability of the Design Professional, its employees, associates, agents.
subcontractors, and subconsultants for the accuracy and competency of their designs or other work; nor shall such approval be deemed to be an assumption of such
responsibility by the Owner for any defect in the design or other vvork prepared by the Design Professional, its employees, subcontractors, agents, and consultants.
Page 7 of 8
H :1MiseTiank FotmsIOENERAL CONDITIONS •ARCBUMCT•ENGMEERRevised 052209.doo • Revised 5.30.02
11,7 All notices, communications, and reports required or permitted under the Agreement shall be personally delivered or mailed to the respective parties by depositing
same in the United States mail to the address shown below signature block on the Agreement, certified mail, reWm receipt requested, unless otherwise specified herein.
All notices shall be deemed effective upon receipt by the party to whom such notice is given, or within three (3) days after mailing.
11,8 If any provision ofthe Agreement is Found or deemed by a court of competent jurisdiction to be invalid or unenforceable, it shall be considered severable from the
remainder of the Agreement and shall not cause the remainder to be invalid or unenforceable, In such event, the parties shall reform the Agreement to replace such
stricken provisiona4th a valid and enforceable provision which comes as close as possible to expressing the intention of the stricken provision.
11,9 The Design Professional shall comply with all federal, state, and local laws, rules, regulations, and ordinances applicable to the work covered hereunder as they
may now read or herainafler be amended during the term of this Agreement.
11.10 In performing the Services required hereunder, the Design Professional shall not discriminate against any person on-the basis of race, color, religion, sex,
national origin or ancestry, age, or physical handicap,
11,11 The captions of the Agreement are for informational purposes only, and shall not in any way affect the substantive terms or conditions of the Agreement.
Page 8 of 8
H- WisMank Forms\GEMRAL CONMMONS- A)?CHIIECT- ENOMER Revised 052209.doe Revised 5.30-02
in
Graham Associates, Inc.
CONSULTING ENGINEERS & PLANNERS
Exhibit 2
The Design Professional's Proposal
May 27, 2013
Mr. Frank Payne, P.E.
City Engineer
City of Denton
901 -A Texas Street
Denton, Texas 76209
RE: Proposal for Professional Services - Engineering Design of North Bonnie Brae Road from
Scripture Street to University Drive
Dear Mr. Payne:
Graham Associates is pleased to present this proposal to provide professional services for the survey,
right -of -way determination, design, and construction administration to widen and improve North
Bonnie Brae Road from Scripture Street to University Drive. We are breaking the proposal into two
sections:
1. From IH35E to Scripture Street
2. From Scripture Street to University Drive
Our staff and sub - consultants proposed for the project are shown in the attached organizational chart
(Attachment Q. The summary of fees is shown in Attachment A, which includes both basic and
additional services. The estimate of construction costs for North Bonnie Brae is shown in Attachment
D. The proposed scope of services and deliverables are shown in Attachment E. Proposed schedules
are shown attached as Exhibit 3. The schedule of rates is attached as Exhibit 4.
Graham Associates shall comply with the City of Denton's "General Conditions to Agreement for
Architectural or Engineering Services ". Our firm shall also meet or exceed the insurance requirements
of Denton including a $3 million professional liability insurance policy.
Payment for Basic Services listed in Exhibit 3 shall be made monthly based on proportion of services
performed within each phase of work. Payment for Additional Services and reimbursable expenses
listed in Attachment A shall be made monthly based on statement of services rendered or expenses
incurred.
Please contact me if you need further information.
Respectfully Submitted,
t
im Wagnon, .E.
CEO
Graham Associates, Inc. TBPE Firm 417-1191
Summit Office Park
1300 Summit Ave„ Suite 419
Ft. Worth, Texas 76102 -4418
(817) 332 -5756
Fax(817)336 -6909
Centerpoint Three
600 Six Flags Drive, Suite 500
Arlington, Texas 76011 -6356
(817) 649 -1914 • Metro (817) 640 -8535
FAX (817) 633 -5240
Chase Bank
3200 Broadway Blvd. Suite 268
Garland, Texas 75043 -1571
(972) 840 -6671
FAX (972)- 840 -6671
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Exhibit 2 - Attachment B
ESTIMATED SHEET TOTALS
Sheet Description
Cover Sheet
Quantity Sheets
Survey Control Layout
Typical Sections
Erosion Control
Erosion Control Details
Traffic Control
Paving Plan /Profiles
Intersection Grading Plan
Driveways
Retaining Walls
Drainage Area Map
Runoff Computations
Inlet Computations
Storm Drainage Computations
Drainage Plan /Profiles
Drainage Laterals
Street Lights
Pavement Markings & Signage
Traffic Signals
Details
Scripture St to University Dr (US 180)
Number of Sheets
1
6
4
5
5
4
25
12
5
4
5
2
1
1
3
11
5
5
4
7
56
Subtotal Number of Sheets = 171
Cross - Section Plans
Cover 1
Cross - Sections 36
Subtotal Number of Sheets =
Sheet Description
Cover Sheet
Parcel Summary
Right -Of -Way Map Sheets
E<)l
Right -Of -Way Strip Maps
Subtotal Number of Sheets =
Number of Sheets
1
2
5
8
Total Number of Sheets = 216
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ATTACHMENT D
Bonnie Brae Street
Scripture St. to University Dr. (US 180)
Summary of Construction Costs
May 2013
Paving, Traffic Control, Erosion Control, Retaining Walls
Traffic Signals
Drainage — (Replacing storm in Emery — Permanent Condition)
Street Lights
Pavement Markings
Water
Sewer
$ 2,616,010.00
$ 300,000.00
$ 2,148,793.75
$ 155,116.50
$ 26,761.50
$ 404,250.00
$ 175,796.25
Total $ 5,826,728.00
PAVING
Bonnie Brae Street
Scripture St. to University Dr. (US 380)
May 1, 2013
TOTAL $ 2,616,010.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
Die °sc�ptio °n€..:;I .,m,. 'r „m�QiTMantity
.3Unit
;Un�twPrce..
Item OostF',
1
Preparing Right of Way
36
STA
$ 2,250.00
$ 81,000.00
2
Excavation
25,325
C.Y.
$ 4.00
$ 101,300.00
3
Embankment
10,130
C.Y.
$ 3.00
$ 30,390.00
4
Backfill
36
STA
$ 85.00
$ 3,060.00
5
Topsoil
20,890
S.Y.
$ 0.75
$ 15,667.50
6
Block Sodding
11,957
S.Y.
$ 1.80
$ 21,522.60
7
Seeding
8,933
S.Y.
$ 0.30
$ 2,679.90
8
Lime Slurry
634
TON
$ 150.00
$ 95,100.00
9
Lime Treatment 12”
31,700
S.Y.
$ 3.00
$ 95,100.00
10
Concrete Pavement 6" Drives
1,780
S.Y.
$ 47.00
$ 83,660.00
11
Concrete Pavement 10" Cross Streets
2,917
S.Y.
$ 45.00
$ 131,265.00
12
Concrete Pavement 11" Bonnie Brae
23,235
S.Y.
$ 50.00
$ 1,161,750.00
13
2" ACP Over 4" ACP
4,295
S.Y.
$ 35.00
$ 150,325.00
14
Concrete Street Header
160
L. F.
$ 7.00
$ 1,120.00
15
Barricades, Signs, & Traffic Handling
20
MO
$ 4,500.00
$ 90,000.00
16
Landscape Pavers
1,297
S.Y.
$ 45.00
$ 58,365.00
17
Retaining Wall (spreadfooting) w /Formliner
1,200
S. F.
$ 56.00
$ 67,200.00
18
Mono Curb
11,270
L. F.
$ 2.00
$ 22,540.00
19
Concrete Curb & Gutter
1,740
L. F.
$ 8.00
$ 13,920.00
20
Sidewalks
3,367
S.Y.
$ 45.00
$ 151,515.00
21
Curb Ramps
20
EA.
$ 1,500.00
$ 30,000.00
22
Erosion Control SWPPP
1
L.S.
$ 75,000.00
$ 75,000.00
23
Capital Improvement Signs
3
EA.
$ 750.00
$ 2,250.00
24
Remove Curb & Gutter
7,200
L. F.
$ 1.90
$ 13,680.00
25
Remove Existing Paving Asphalt
19,600
S.Y.
$ 6.00
$ 117,600.00
TOTAL $ 2,616,010.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
TRAFFIC SIGNALS
Bonnie Brae Street
Scripture St. to University Dr. (US 380)
May 1, 2013
ITEM,
n DES;CRIPxTIONS,. ' e , &,
QUANTITY'UNII
�...5. 4 �P o-,
�..+e.. a
UNIT PRIGS > 3.
E �,1TEM COST
1
Permanent Traffic Signals
1
EA.
$ 225,000.00
$ 225,000.00
University (US 380)
2
Temporary Signals- University(US 380)
1
EA.
$ 75,000.00
$ 75,000.00
SUBTOTAL $ 300,000.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
DRAINAGE
Bonnie Brae Street
Scripture St. to University Dr. (US 380)
May 1, 2013
:Itemm.
.i, scription',
Unt °Pric
Iten'Cbst ..,,
1
18" RCP (CL III)
425
L.F.
$ 35.00
$ 14,875.00
2
21" RCP (CL III)
575
L.F.
$ 39.75
$ 22,856.25
3
24" RCP (CL III)
165
L.F.
$ 45.00
$ 7,425.00
4
27" RCP CL III)
255
L.F.
$ 53.50
$ 13,642.50
5
30" RCP (CL III)
380
L.F.
$ 60.00
$. 22,800.00
6
33" RCP (CL III)
250
L.F.
$ 67.00
$ 16,750.00
7
36" RCP (CL III)
380
L.F.
$ 80.00
$ 30,400.00
8
39" RCP (CL III)
20
L.F.
$ 86.50
$ 1,730.00
9
48" RCP (CL 111 )
255
L. F.
$ 106.50
$ 27,157.50
10
U X 4' RCB
2,410
L.F.
$ 250.00
$ 602,500.00
11
8'X 5' RCB
430
L.F.
$ 275.00
$ 118,250.00
12
9'X 5' RCB
475
L.F.
$ 435.00
$ 206,625.00
13
10'X 5' RCB
1,395
L.F.
$ 455.00
$ 634,725.00
14
10' Recessed Curb Inlet
7
EA.
$ 3,500.00
$ 24,500.00
15
16' Recessed Curb Inlet
6
EA.
$ 4,000.00
$ 24,000.00
16
20' Recessed Curb Inlet
12
EA.
$ 4,500.00
$ 54,000.00
17
Y -Inlet
1
EA.
$ 2,475.00
$ 2,475.00
18
Manhole Type 1
12
EA.
$ 5,250.00
$ 63,000.00
19
Junction Box Type 1
8
EA.
$ 8,000.00
$ 64,000.00
20
Trench Safety
6,155
L. F.
$ 1.50
$ 9,232.50
21
5" Class "A" Concrete Rip -Rap
575
S.Y.
$ 90.00
$ 51,750.00
12" Graded Rock Rip -Rap
225
S.Y.
$ 45.00
$ 10,125.00
22
Remove Existing Manhole
10
EA.
$ 500.00
$ 5,000.00
23
Remove Existing Curb Inlet
19
EA.
$ 600.00
$ 11,400.00
24
Remove Existing Storm Pipe
5,4681
L.F.
$ 18.75
$ 102,525.00
25
Concrete Pavement Repair
150 1
L.F. 1
$ 47.001$
7,050.00
TOTAL $ 2,148,793.75
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
STREET LIGHTS
Bonnie Brae Street
Scripture St. to University Dr. (US 380)
May 1, 2013
TOTAL $ 155,116.50
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
�� 4,k
! ° „Quantity..
°;Uitz „
UlnitxPrice°.kr
It(em Gost „t,.fir
1
35' White Concrete Street Light Pole
20
EA.
$ 3,000.00
$ 60,000.00
2
Pull Box
12
EA.
$ 525.00
$ 6,300.00
3
2” PVC Conduit
3,850
L. F.
$ 4.15
$ 15,977.50
4
2” Rigid Metal Conduit
300
L. F.
$ 6.75
$ 2,025.00
5
Street Light Pole Foundation
20
EA.
$ 788.00
$ 15,760.00
6
250 Watt Cobrahead Fixture
20
EA.
$ 975.00
$ 19,500.00
7
Electrical Service
2
EA.
$ . 825.00
$ 1,650.00
8
#4 Bare Street Light Conductor
4,160
L. F.
$ 2.45
$ 10,192.00
9
1#4 Insulated Street Light Conductor
8,320
L. F.
$ 2.85
$ 23,712.00
TOTAL $ 155,116.50
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
PAVEMENT MARKINGS
Bonnie Brae Street
Scripture St. to University Dr. (US 380)
May 1, 2013
,It�m<
...,. x ...... _. Diescription g.'; .
w,
,.,,4uantity
Unity
n Unit Price
n ItemCost
a ..
1
Type I Double Line
170
L. F.
$ 3.00
$ 510.00
2
Type I Edge Line
200
L.F.
$ 1.50
$ 300.00
3
Type IIIA Barrier Line
1,420
L. F.
$ 2.00
$ 2,840.00
4
Type IVA Barrier Line
200
L. F.
$ 3.20
$ 640.00
5
Type IA Broken Line
6,400
L. F.
$ 1.50
$ 9,600.00
6
Type VA Stop Bar
355
L. F.
$ 6.10
$ 2,165.50
7
Type IA Broken Line C/R RPM
80
EA.
$ 4.00
$ 320.00
8
Type IIIA Barrier Line C/R RPM
142
EA.
$ 4.00
$ 568.00
9
Type I Double Line A/A RPM
17
EA.
$ 4.00
$ 68.00
10
Small Sign Assembly
19
EA.
$ 450.00
$ 8,550.00
11
Word, White, Per Letter
8
EA.
1
$ 120.00
$ 960.00
12
Symbol, White, Arrow
2
EA.
$ 120.00
$ 240.00
TOTAL $ 26,761.50
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
WATER
Bonnie Brae Street
Scripture St. to University Dr. (US 380)
May 1, 2013
Item
De c'ription: ;4 r..r ;'
4uantity
„yUn�t
=Unit2Prit y
1 ..i
Item Cost
1
6" PVC Water Line
280
L. F.
$ 33.75
$ 9,450.00y
2
8" PVC Water Line
680
L. F.
$ 39.75
$ 27,030.00
3
16" PVC Water Line
3,600
L. F.
$ 48.00
$ 172,800.00
4
Standard Fire Hydrant
14
EA.
$ 1,800.00
$ 25,200.00
5
6" Gate Valve
14
EA.
$ 562.50
$ 7,875.00
6
8" Gate Valve
8
EA.
$ 750.00
$ 6,000.00
7
16" Gate Valve
12
EA.
$ 1,200.00
$ 14,400.00
8
2" Air Release Valve
2
EA.
$ 2,625.00
$ 5,250.00
9
6" Blow Off Valve
2
EA.
$ 4,500.00
$ 9,000.00
10
Salvage Fire Hydrant
5
EA.
$ 262.50
$ 1,312.50
11
2" Water Service (Short)
21
EA.
$ 975.00
$ 20,475.00
12
2" Water Service (Long)
5
EA.
$ 2,100.00
$ 10,500.00
13
Driveway Repair
250
L. F.
$ 12.00
$ 3,000.00
14
Rock Cushion
100
C.Y.
$ 22.50
$ 2,250.00
15
Sodding
2,365
L. F.
$ 1.50
$ 3,547.50
16
Connect to Exist Water Line
6
EA.
$ 1,125.00
$ 6,750.00
17
Ductile Iron Fittings
11
TN.
$ 5,625.00
$ 61,875.00
18
Trench Safety
4,560
L. F.
$ 1.50
$ 6,840.00
19 ITernporary
Pavement Repair
460
L. F.
$ 23.25
$ 10,695.00
TOTAL $ 404,250.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
SEWER
Bonnie Brae Street
Scripture St. to University Dr. (US 380)
May 1, 2013
,,Item
''`';. ,' Desciription, , :
i Quantity ..,=
Unity
i Unit Price
e� Item ,C,ost r
8" PVC Sewer Pipe
1505
L. F.
$ 29.25
$ 44,021.25
2
15" PVC Sewer Pipe
695
L. F.
$ 37.00
$ 25,715.00
3
Manhole
10
EA.
$ 4,000.00
$ 40,000.00
4
Extra Depth Manhole
50
V. F.
$ 90.00
$ 4,500.00
5
Trench Safety
2200
L. F.
$ 1.50
$ 3,300.00
6
Temporary Pavement Repair
2020
L. F.
$ 23.25
$ 46,965.00
7
Concrete Encasement
170
L. F.
$ 22.50
$ 3,825.00
8
Remove Exist. Manhole
7
EA.
$ 450.00
$ 3,150.00
9
Tie to Exist S.S.
4
EA.
$ 600.00
$ 2,400.00
10
Rock Cushion
50
C.Y.
$ 22.50
$ 1,125.00
11
Sodding
180
L. F.
$ 1.50
$ 270.00
12
Abandon Exist M.H.
2
EA.
$ 262.50
$ 525.00
TOTAL $ 175,796.25
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
ATTACHIVMNT E
SCOPE OF SERVICES, DELIVERABLES AND RESPONSIBILITIES OF OWNER
NORTH BONNIE BRAE STREET IMPROVEMENTS
FOR THE CITY OF DENTON
GENERAL: The City of Denton North Bonnie Brae Street Improvements Project (the Project) will
include preparation of construction plans and bid documents, opinions of probable construction costs,
identification of right -of -way requirements and necessary ROW acquisitions, Owner utility relocation,
franchise utility relocation coordination, pennitting and construction phase services.
ARTICLE I
BASIC SERVICES: GAI shall render the following professional services in connection with
the development of the Project:
A. Conceptual Design
Attend a kick -off meeting with the Owner to discuss the various aspects of the project
including planning and design criteria, work program and schedule, procedures of
communication, and assignments of personnel.
2. Obtain from the Owner, franchise utility providers, and the Texas Department of
Transportation (TxDOT) all available record drawings, planning reports, traffic
counts, zoning ordinances, and other data that may be pertinent in considering the
development of the preliminary alignments and the final design of the proposed
improvements.
3. Determine from a field reconnaissance of the project area the general layout of the
land for the improvements including location of existing above ground utilities and
drainage structures.
4. Develop a schematic layout with two (2) roadway route alternatives at critical
locations along the alignment. Submit four (4) copies of the schematic layout to the
Owner for review.
Attend meeting with Owner to discuss potential utility conflicts and the proposed
relocation plan. GAI will meet with the Owner's Project Manager and Engineering
staff first and utility staff later if necessary.
6. Attend a meeting with the Owner to discuss the alignment alternatives and
recommendations.
7. Upon Owner approval of alignment and the schematic design GAI will develop a
30% construction plan set with paving plan/profile sheets, intersection layouts, right -
of -way sheets, drainage area maps, culvert layouts, and hydraulic computation sheets
for Bonnie Brae and the following intersections:
a) University
B. Preliminary Design (60 %) - Upon review of the 30% plans by the Owner, GAI will
prepare preliminary construction plans as follows:
1. Prepare preliminary paving plan and profile sheets showing curb lines, driveways,
elevations at all points of vertical intersection and point of intersections in the paving
plan; typical sections; cross sections; high and low points, vertical curve information,
and pertinent AASHTO calculations.
2. Prepare a Pavement Design Report documenting the existing soil conditions and
providing pavement design recommendations based on (at a minimum) a 40 -year
design life, 10% truck loading and traffic volumes as agreed upon with the Owner.
3. Prepare preliminary drainage sheets including drainage area maps, plan and profiles,
and hydraulic computations.
4. Initiate coordination of utility relocations with utility owners, and prepare preliminary
design of relocations of affected City water and sewer lines. GAI shall provide the
design for the relocation of conflicting water and wastewater utilities.
5. Prepare layout, typical sections, foundation layout, abutment plan, and beam and bent
plans.
6. Hydraulic Design of the Culverts
a) 60% Design Submittal: Update hydraulic design of culverts as necessary to
reflect roadway design and to address Owner comments.
(i) Update hydraulic models of culverts as necessary to reflect 60%
roadway design.
(ii) Preparation of Scour Analyses for each of the creek crossings.
(iii) Update the following sheets as necessary for 60% submittal:
(1) Drainage Area Maps
(2) Hydraulic Computations
(3) Culvert Layouts
7. Prepare plan/profile and construction details for retaining walls and necessary shoring
design.
8. Prepare Construction Phasing Plan including pavement phasing, transition segments,
and construction detour plans. Develop construction phasing typical cross sections at
key locations.
9. Prepare traffic control plans based on the construction phasing in accordance with
AASHTO and the City of Denton.
10. Prepare a preliminary estimate of probable construction cost and submit with four (4)
sets of plans for review.
11. Meet with the Owner to discuss the preliminary design. GAI assumes that we will
meet with the Owner three (3) times during the preliminary design phase.
12. Submit preliminary plans to utility companies for review and comment. Attend a
preliminary coordination meeting with the franchise utility companies.
13. GAI will attend a coordination meeting with DCTA and TxDOT to coordinate plan
approval and permits for the project.
C. Final Design - Following Owner approval of preliminary plans, GAI shall prepare final
plans with the following additional tasks:
Prepare final construction drawings for paving, MSE retaining walls, drainage, traffic
signal, and City utility improvements.
2. This includes the final hydraulic design of culverts including scour analyses for the
proposed culverts as necessary, and preparation of plans, specifications, and
estimates.
a) Final Design Submittal
(i) Provide final hydraulic models to reflect 90% roadway design.
(ii) Update the following sheets as necessary for 90% submittal:
(1) Drainage Area Maps
(2) Final Hydraulic Computations
(3) Final Culvert Layouts
(4) Detail Sheets (special and standard details)
(5) Notes
(6) Final grading layouts
(7) Quantities for bid proposal
(8) Technical specifications for culvert construction
Prepare final technical specifications and bid documents for the project, including bid
proposal forms (project quantities) of the improvements to be constructed. This
Scope of Services assumes that the project will be prepared using standard bid
documents provided by GAI.
4. Provide quality control by independent review of plans and specifications by Senior
Engineer, not on the design team.
Prepare a final opinion of probable construction cost based on recent project unit bid
prices.
6. Furnish four (4) sets of drawings for review by the Owner at the 60% and 90% design
stages, and meet with the Owner to review and discuss the plans. The review
meetings will be conducted to address review comments and to take action on items
to produce the final construction documents. GAI assumes that we will meet with the
Owner three (3) times during each part of the final design phase (60% and 90 %).
D. Bidding and Construction Administration Phase — Assist Owner in securing bids. Issue a
Notice to Bidders to prospective contractors in GAI's database of prospective bidders,
and to selected plan rooms. Provide a copy of the Notice to Bidders for Owner to use in
notifying construction news publications and publishing appropriate legal notice. The
cost for publications shall be paid by the Owner. GAI will prepare two (2) separate bid
packages for the project, with the following to be provided for each bid package.
1. Print thirty (3 0) sets of 11" x 17" Plans and Bid Documents and distribute to selected
plan rooms, and to prospective bidders that respond to the Notice to Bidders.
2. Assist Owner by responding to questions and interpreting bid documents. Prepare
and issue addenda to the bid documents to plan holders if necessary.
3. Attend one pre -bid meeting to answer questions related to the bid documents.
4. Assist Owner in the opening, tabulating, and analyzing the bids received. Review the
qualification information provided by the apparent low bidder. Recommend award of
contract or other actions as appropriate to be taken by the Owner.
Assist Owner in the preparation of Construction Contract Documents. Provide ten
(10) sets of Construction Contract Documents which include information from the
apparent low bidder's bid documents, legal documents, and addenda bound in the
documents for execution by the Owner and construction contractor. Distribute five
(5) copies of these documents to the contractor with a notice of award that includes
directions for the execution of these documents by the construction contractor.
Provide Owner with the remaining five (5) copies of these documents for use during
construction. Additional sets of documents can be provided as an additional service.
6. Furnish contractor copies of the drawings and specifications for construction pursuant
to the General Conditions of the Construction Contract.
7. Attend one (1) pre - construction meeting per bid project to discuss the project
schedule for construction.
GAI design team staff will make (48) visits to the site to observe the progress and the
quality of work and to attempt to determine in general if the work is proceeding in
accordance with the construction contract documents. In this effort GAI will
endeavor to protect the Owner against defects and deficiencies in the work of
Contractor and will report any observed deficiencies to the Owner.
Review Contractor shop drawings and other project related submittals. Notify the
Contractor of non - conforming work observed during site visits. Review quality
related documents provided by the Contractor such as test reports, equipment
installation reports or other documentation required by the construction contract
documents.
10. Interpret the drawings and specifications for the Owner and Contractor.
Investigations, analyses, and studies requested by the Contractor and approved by the
Owner, for substitutions of equipment and /or materials or deviations from the
drawings and specifications are an additional service.
11. Prepare documentation for contract modifications required to implement
modifications in the design of the project. Receive and evaluate notices of Contractor
claims and make recommendations to the Owner on the merit and value of the claim
on the basis of information submitted by the Contractor or available in project
documentation.
12. Revise the construction drawings in accordance with the information furnished by
Contractor reflecting changes in the project made during construction. One (1) set of
mylar reproducible prints of "Record Drawings" and electronic files shall be provided
by GAI to the Owner for each set of construction drawings.
ARTICLE II
ADDITIONAL SERVICES (DESIGN PHASE):
A. Design Surveying
Establish horizontal and vertical control for the project from existing TxDOT control
monuments. Establish adequate control points and benchmarks for construction of
the project. Cross -tie all survey control to City of Denton benchmarks.
2. Provide a topographic survey of the project. The topographic survey shall extend the
entire length of Bonnie Brae Street from IH -35E Northbound Frontage Road to
University Drive. The survey corridor shall be 200' wide, extending 100' on each
side of the proposed roadway centerline, and shall extend a minimum of 200' along
all intersecting streets. The survey shall consist of roadway cross sections taken at
50' intervals, locating all existing features such as water valves (including top of nut
elevation), curb & gutter, asphalt, driveways, culverts, headwalls, mailboxes,
geotechnical boring locations, sanitary and storm sewer manholes (including invert
elevations with flowlines, sizes and material types), trees with 6" or greater diameter
at 4' height, tops and toes of slopes, visible utilities, utilities marked by others, power
poles, telephone risers, and all other visible features.
Provide additional topographic surveying at two creek crossings for hydraulic
modeling. The limits of the survey will extend 500' upstream and downstream from
the existing crossings. Trees will not be surveyed in these areas.
B. USACE 404 Permitting
Perform Section 404 Jurisdictional Determination based on USACE guidelines.
2. Prepare a Non - Jurisdictional Determination Letter.
C. Traffic Signals
1. Prepare permanent traffic signal plans for North Bonnie Brae Street and IH -35E and
at Hickory, Oak, Scripture and University (US 380) all intersections with Bonnie
Brae:
a)
Signal Layouts
b)
Phase Diagrams
c)
Wiring Diagrams
d)
Quantities and Charts
e)
Standard Details
f)
Specifications
2. Temporary traffic signals shall be provided for the I.H. 35 frontage road Hickory, Oak,
Scripture, and University (380) all intersections with Bonnie Brae. The construction
plans shall include:
a) Temporary signal layouts
b) Quantities and Charts
c) Standard Details
D. Geotechnical Engineering and Pavement Design (LandTec)
1. Pavement and Utility Borings: Drill 15 borings to depths of 15 feet. (Estimate 225 linear
feet of drilling). Borings from retaining wall will supplement the pavement and utility
borings.
2. Obtain soil samples and perform Texas Cone Penetrometer (TCP) and Split Spoon Tests
(SPT) as appropriate for the soils encountered.
3. Perform Dynamic Cone Penetrometer (DCP) tests to evaluate pavement subgrade
strength and develop California Bearing Ratio (CBR) values; Effective Modulus of
Subgrade Reaction, k, values, and, resilient modulus values for the anticipated pavement
subgrade soils.
4. Observe for groundwater seepage during drilling and record level.
5. Backfill boreholes with cuttings upon completion (not grouted).
6. Coordinate the clearance of underground utility locations in accordance with the Texas
811 One Call requirement and as -built information obtained by prime as part of the
project at a minimum.
7. Coordinate with the local municipality while drilling on or adjacent to public roads,
including traffic control and barricades as necessary.
8. Selected laboratory testing will be conducted on samples that are considered to be
reasonably representative of the materials obtained from the field exploration. The tests
will evaluate and classify the soils, identify subsurface site characteristics, and provide
data for analysis. The tests include
a) Soil classification tests including Atterberg limits (liquid and plastic limits) and
Sieve Analysis tests
b) Unit dry weight and moisture content tests
c) Unconfined Compressive Strength tests on soil and rock
d) Unconsolidated Undrained (UU) Triaxial strength tests
e) Direct Shear and/or Consolidated Undrained Strength tests
f) Consolidation tests
g) Optimum Moisture - Density Curves (Standard and/or Modified Proctors)
h) Swell tests
i) Atterberg Limits / pH series tests on pavement subgrade soils with one or more
stabilization additives including Lime, Cement and Cem -Lime R .
j) Soluble Sulfate tests (subgrade soils upper 4 feet)
9. An engineering analysis and evaluation of the field and laboratory data will be performed
for the project, based on available project concepts. Information to be provided is as
follows:
a) Plan of borings illustrating the approximate location of each boring and scale to
which the drawing is made
b) A log of each boring indicating the boring number, location (northing, casting and
elevation as provided by Graham Associates, Inc.), depth of strata, soil
description, field penetration tests including Standard Penetration tests (SPT's)
and /or Texas Cone Penetrometer (TCP) , laboratory tests, and groundwater
information
c) Description of the field exploration and laboratory testing program
d) Laboratory test results and analysis of results
e) Discussion of subsurface soil and groundwater conditions
f) Recommendations for roadway and embankment fill material including soil type,
compaction and moisture content requirements, placement and testing during
construction
g) Provide subgrade and pavement design for Bonnie Brae Street and sections of the
intersecting streets using field and laboratory test data, traffic volume and desired
pavement design life. Pavement design analysis will be performed using the
AASHTO pavement design procedure, specifically using WinPAS software and
will match the design procedures used for the City of Fort Worth.
h) Ten (10) copies of the geotechnical engineering report will be provided to the
design team along with PDF and CD versions.
E. Environmental Services (Blanton & Associates & GAI)
The following environmental services shall be performed in support of the Bonnie Brae
Street Improvements Project:
1. Compile existing data and perform an initial desktop analysis of environmental
conditions of the project area. Prepare maps and other data necessary for site visit.
2. Conduct site visit. Verify and characterize the City's mapped Environmentally
Sensitive Areas (ESAs) in the area affected by the proposed project. Perform a
preliminary jurisdictional determination to identify and delineate boundaries of
waters of the U.S., including wetlands. Make note of areas of potential
environmental contamination within the project area that may warrant further
investigation. Evaluate the project area for federally listed threatened or endangered
species habitat.
3. Prepare a draft of the North Central Texas Council of Government's ( NCTCOG)
Environmental Review Checklist for the Owner's review and comment. Incorporate
comments and submit the revised checklist to the NCTCOG through the Owner for
review and comment.
4. Coordinate with cultural resources sub - consultant. Review and provide comments on
draft cultural resources report.
5. Coordination with NCTCOG. This task would include answering questions and
providing additional information through the Owner if requested by the reviewing
agencies. This task assumes a maximum of three requests for clarification and
information. Contested application proceedings and requests for multiple site visits
are not included in this task.
6. If the preliminary jurisdictional determination results indicate that the impact to the
waters of the U.S. exceeds 0.1 acre but is less than 0.5 acre, or if a jurisdictional
wetland is identified within the affected area, then GAI will prepare a draft
preconstruction notification (PCN) for coverage of road crossings. Submit the draft
PCN to the Owner for review and comment. Incorporate comments and submit the
revised PCN to the U.S. Army Corps of Engineers (USACE) for verification. This
task assumes that any required compensatory mitigation for impacts to waters of the
U.S. would be satisfied by the Owner's purchase of mitigation bank credits.
Preparation of a detailed mitigation plan is not included in this task.
7. Historical Land Use Review — Perform an investigation into prior ownership and past
land uses on the subject property. GAI will attempt to identify obvious uses of the
subject property from the present back to the property's first developed use, or back
to 1940, whichever is earlier. To accomplish this task, GAI will review the following
records (if available):
(i) Interviews with City representatives and property owners /tenants.
(ii) Historical aerial photography.
(iii) City directory abstracts.
(iv) Sanborn fire insurance maps.
(v) Recorded environmental easements or liens on the subject property.
8. Regulatory Agency Records Review — GAI will review information found in federal
and state regulatory records for the subject property, including records related to
environmental- related permits, notices -of- violation, and incidents involving use,
disposal, or accidental release of hazardous substances, petroleum products, or other
waste materials. Local records, if available, related to the subject property will also
be reviewed for indications of environmental concern.
9. Site Reconnaissance Visit — GAI will perform a site reconnaissance visit to the
subject property. Existing environmental conditions will be documented on the site.
GAI will look for potential indicators of environmental concerns such as stained soils
or other surfaces, stressed vegetation, exposed piping, and evidence of improper use
or disposal of regulated substances. GAI will document the condition of each
property using photographs. Copies of photographs will be included in the report.
10. Report Preparation — Following the completion of Tasks a) through b), a report will
be prepared for the subject property documenting our findings. The report will
contain a narrative of our findings, recommendations for additional environmental
investigations, as needed, and copies of all data obtained relevant to each subject
property. The report will contain appropriate maps, figures, and photographs.
11. Conduct an archaeological evaluation and submit a Request for State Historic
Preservation Officer (SHPO) Consultation Form to the Texas Historical Commission
(THC). In addition to the information available through online databases, a review of
projects conducted by AR Consultants (ARC) and other contract archaeological firms
in or near the project area as well as information that may not be available from Texas
Archeological Studies Association (TASA) but will be available from the University
of North Texas will be synthesized in the evaluation. Additionally, an employee of
ARC will visit the project area to take photographs and conduct a windshield survey
of the study area. A letter report is to be provided to the Owner that presents the
findings of the research and recommendations regarding the archaeological potential
for the project and how to proceed. Once the Owner comments on the letter report,
ARC will submit a letter report to the THC for their 30 -day review period. The
evaluation will include a database search of the following resources: Texas
Archaeological Site Atlas, historic maps, USGS maps, aerial photographs, geological
maps, county soil surveys, Denton County Appraisal District.
12. If a survey is required, secure an archaeological survey permit from the Texas
Historical Commission (THC). This will require obtaining the signature of an official
with the City of Denton.
13. Conduct a comprehensive cultural resources pedestrian survey of the proposed
roadway. Besides the systematic survey of the proposed route, it is assumed that 75 or
more shovel tests will be excavated in order to meet the guidelines for pedestrian
surveys published by the Texas Historical Commission. Each shovel test will be 30
cm in diameter and will be excavated in 10 cm levels. Soil from the shovel tests will
be passed through 1/4" mesh shaker screens. If the clay content of the sample is too
high, the soils will be manually broken and inspected.
Due to the depth that the roadway will be excavated and the shallow depth of the A-
horizon above the pre - Holocene sediments that are described by the Soil
Conservation Service, it is not expected that mechanical trenching will be necessary.
14. Site boundaries, i.e. the limits of any archaeological sites or structures that are
recognized during survey and testing will be defined on the horizontal plane and
deposit depth will also be defined as necessary.
15. Perform detailed artifact analysis if artifacts are recovered and then prepare a draft
technical report.
16. Records and artifacts will be prepared for curation at the Texas Archeological
Research Laboratory (TARL) at The University of Texas. The cost of records
curation is included in the proposed cost, but if artifacts are recovered, their
preparation for curation and the cost of perpetual curation will be negotiated with
TARL and will be an additional services item.
17. The draft written report will be submitted to the Owner. After comments have been
addressed, it will be submitted to the THC and Corps of Engineers (COE) for review
and comment. The report will meet the standards for cultural resource reports
prepared by the Council of Texas Archeologists (n.d.) and adopted by the THC. The
THC will serve at the official reviewer for the COE, but a copy of the draft report and
cover letter will be submitted to the COE for their review.
18. Revisions of the draft report will be prepared after it has been reviewed and review
comments have been addressed. Once a final draft has been prepared, it will be
resubmitted to the Owner for review and then again to the THC and COE.
19. Curation of records and artifacts will be completed in order to satisfy the permit
requirements.
20. The final technical report will be printed and the necessary copies submitted to the
Owner, the COE, and the THC. One copy of the final report and an archival quality
CD will be submitted to the THC as required by the permit and five copies of the
final technical report and an archival quality CD with the report will delivered to the
Owner.
F. Additional Service Construction Administration
The Scope of Services for Full Time Resident Representation services includes (1) one
full time inspector (based on 40 hours per week) for construction duration up to 12
months.
A. GAI shall have a Resident Project Representative on the Site. The duties,
responsibilities and the limitations of authority of the Resident Project Representative,
and designated assistants, are as follows:
1. Resident Project Representative is GAI's agent at the site, will act as directed
by and under the supervision of GAI, and will confer with GAI regarding
Resident Project Representative's actions. Resident Project Representative's
dealings in matters pertaining to the on -site Work shall in general be with GAI
and contractor, keeping Owner advised as necessary. Resident Project
Representative's dealings with subcontractors shall only be through or with
full knowledge and approval of contractor. Resident Project Representative
shall generally communicate with Owner with the knowledge of and under the
direction of GAI.
B. Duties and Responsibilities of Resident Project Representative:
1. Schedules: Review the progress schedule, schedule of shop drawing
submittals and schedules of values prepared by contractor and consult with
GAI concerning acceptability.
2. Conferences and Meetings: Attend meetings with contractor, such as
preconstruction conferences, progress meetings, job conferences and other
project - related meetings, and prepare and circulate copies of minutes thereof.
3. Liaison:
a. Serve as GAI's liaison with contractor, working principally through
contractor's superintendent and assist in understanding the intent of
Contract Documents; and assist GAI in serving as Owner's liaison with
contractor when contractor's operations affect Owner's on -site
operations.
b. Assist in obtaining from Owner additional details or information, when
required for proper execution of the Work.
4. Shop Drawings and Samples:
a. Record date of receipt of shop drawings and samples.
b. Receive samples which are furnished at the site by contractor, and notify
GAI of availability of samples for examination.
c. Advise GAI and contractor of the commencement of any Work requiring
a shop drawing or sample if the submittal has not been approved by GAI.
Review of Work, Rejection of Defective Work, Inspections and Tests:
a. Conduct on -site observations of the Work in progress to determine if the
Work is in general proceeding in accordance with the Contract
Documents.
b. Report to GAI whenever Resident Project Representative believes that
any Work will not produce a completed Project that conforms generally
to the Contract Documents or will prejudice the integrity of the design
concept of the completed Project as a functioning whole as indicated in
the Contract Documents, or has been damaged, or does not meet the
requirements of any inspection, test or approval required to be made; and
advise GAI of Work the Resident Project Representative believes should
be corrected or rejected or should be uncovered for observation, or
requires special testing, inspection or approval.
c. Accompany visiting inspectors representing public or other agencies
having jurisdiction over the Project, record the results of these
inspections and report to GAI.
6. Interpretation of Contract Documents: Report to GAI when clarifications and
interpretations of the Contract Documents are needed and transmit to
contractor clarifications and interpretations as issued by GAI.
7. Request for Revisions: Consider and evaluate contractor's suggestions for
revisions to Drawings or Specifications and report with Resident Project
Representative's recommendations to GAI. Transmit to contractor in writing
decisions as issued by GAI.
8. Records:
a. Maintain at the job site orderly files for correspondence, reports of job
conferences, Shop Drawings and Samples, reproductions of original
Contract Documents, including all Work Change Directives, Addenda,
Change Orders, Field Orders, Written Amendments, additional Drawings
issued subsequent to the execution of the Contract, GAI's clarifications
and interpretations of the Contract Documents, progress reports,
submittals and correspondence received from and delivered to contractor
and other Project related documents.
9. Reports:
a. Furnish to GAI periodic reports as required of progress of the work and
of contractor's compliance with the progress schedule and schedule of
Shop Drawings and Sample submittals.
b. Consult with GAI in advance of scheduled major tests, inspections or
start of important phases of the Work.
c. Draft proposed Written Amendments, Change Orders and Work Change
Directives, obtaining backup material from contractor and recommend to
GAI Written Amendments, Change Orders, Work Change Directives, and
Field Orders.
d. Report immediately to GAI and Owner the occurrence of any accident.
10. Payment Requests: Review Applications for Payment with contractor for
compliance with the established procedure for their submission and forward
with recommendations to Owner, noting particularly the relationship of the
payment requested to the schedule of values, Work completed and materials
and equipment at the Site but not incorporated in the Work.
11. Certificates, Maintenance and Operation Manuals: During the course of the
Work, verify that certificates, maintenance and operation manuals and other
data required to be assembled and furnished by contractor are applicable to the
items actually installed and in accordance with the Contract Documents, and
have this material delivered to GAI for review and forwarding to Owner prior
to final payment for the Work.
12. Completion:
a. Before GAI issues a Certificate of Substantial Completion, submit to
contractor a list of observed items requiring completion or correction.
b. Observe whether contractor has performed inspections required by laws
or regulations, ordinances, codes or order applicable to the Work,
including but not limited to those to be performed by public agencies
having jurisdiction over the Work.
Conduct a final inspection in the company of GAI, Owner and contractor
and prepare a final list of items to be completed or corrected.
d. Observe whether all items on final list have been completed or corrected
and make recommendations to GAI concerning acceptance.
13. Limitations of Authority of Resident Project Representative:
a. Shall not authorize any deviation from the Contract Documents or
substitution of materials or equipment (including "or- equal" items),
unless authorized by GAI.
b. Shall not exceed limitations of GAI's authority as set forth in Agreement
or the Contract Documents.
C. Shall not undertake any of the responsibilities of contractor,
subcontractor, suppliers, or contractor's superintendent.
d. Shall not advise on, issue directions relative to or assume control over
any aspect of the means, methods, techniques, sequences or procedures of
construction unless such advice or directions are specifically required by
the Contract Documents.
e. Shall not advise on, issue directions regarding or assume control over
safety precautions and programs in connection with the Work or any
activities or operations of Owner or contractor.
f. Shall not accept shop drawing or sample submittals from anyone other
than the contractor.
g. Shall not participate in specialized field or laboratory tests or inspections
conducted by others, except as specifically authorized by GAI.
14. GAI shall provide the following Public Involvement services:
a. GAI will prepare a project web site that may be accessed through the City
of Denton website. The site will include information about the project,
project schedule, and comment area. Content will be discussed with the
City PM prior to posting.
b. GAI will attend up to three (3) public meetings at the concept, design and
construction phases of the project. GAI will provide project exhibits and
prepare presentations for each meeting. This scope assumes that the
Owner will pay for advertising and mailings associated with each public
meeting.
G. Right -of -Way Services (Crossland Acquisitions)
1. Pre - Acquisition Services:
a) Hire a title company to provide preliminary ownership and easement
information.
b) Work with surveyor in development of right of way maps and legal
descriptions of needed property rights.
c) Provide detailed right of way cost estimates on a parcel by parcel basis.
d) Assist in preparing and obtaining any Rights of Entry necessary for surveying,
geotechnical investigations and environmental services.
2. Title Services:
a) Review preliminary title commitment or preliminary title search information
provided by the title company.
b) Secure title commitments and updates in accordance with insurance rules and
requirements for parcel payment submissions.
c) Secure title insurance for all parcels acquired, insuring acceptable title in the
name of the City of Denton. Written approval by the City of Denton will be
required for any exceptions to coverage.
d) Attend closings and provide closing services in conjunction with Title
Company.
e) Record all original instruments immediately after closing at the respective
County Cleric's Office
3. Initial Appraisal:
a) Appraiser must be approved by the City of Denton.
b) Secure written permission from the owner to enter the property from which
land is to be acquired. If Agent, after diligent effort, is unable to secure the
necessary letter of permission from the property owner, a waiver must be
obtained, in writing from the City of Denton. Maintain permission letters with
appraisal reports.
c) Prepare and conduct personal pre- appraisal contact with interest owner(s) for
each parcel.
d) Contact property owners or their designated representative to offer
opportunity to accompany the appraiser on the appraiser's inspection of
subject property. Maintain record of contact in file.
e) Prepare complete appraisal report for each parcel to be acquired utilizing a
format approved by the City of Denton. These reports shall conform to the
City of Denton policies and procedures along with the Uniform Standards of
Professional Appraisal Practice.
fl As necessary, prepare written notification to the City of Denton of any
environmental concerns within the needed right of way to be acquired which
could require remediation.
g) All completed appraisals will be administratively reviewed and approved by
the City of Denton.
h) As necessary, the appraiser will appear and or testify as an Expert Witness in
eminent domain proceedings and be available for pre - hearing or pre -trial
meetings as directed by the City of Denton.
4. Right of Entry:
a) Prepare Right of Entry packets to include Landowner Bill of Rights, maps and
paperwork to be executed.
b) Mail merge ROE letters and labels for envelopes and file folders. The agents
with prepare and stuff envelopes for out of town owners or owners who have
indicated that they want to receive all of their initial information via mail.
c) The agent will initiate negotiator and contact logs and attend landowner
meetings for ROE documents. The agent will research additional contact
information for nonresponsive landowners.
5. Negotiation Services:
a) Analyze appraisal reports and confirm approved value prior to making offer
for each parcel.
b) Analyze preliminary title report to determine potential title problems and
propose methods to cure title deficiencies.
c) Prepare the initial offer letter and any other documents required or requested
by the City of Denton in a form acceptable to the City of Denton.
d) Contact each property owner or owner's designated representative and present
the written offer in person where practical. When owners do not wish to have
offers delivered in person, they will be mailed via certified mail with return
receipt for documentation of delivery /receipt. Maintain follow -up contacts
and secure the necessary instruments upon acceptance of the offer for the
closing.
e) Provide a copy of the appraisal report for the subject property exclusively to
the property owner or authorized representative at the time of the offer.
Maintain original signed Receipt of Appraisal.
f) Respond to property owner inquiries verbally and /or in writing within two
business days.
g) Prepare a separate negotiator contact report for each parcel file for each
contact.
h) Maintain parcel files of original documentation related to the purchase of the
real property or property interests.
i) Present counteroffers in a form as directed by the City of Denton. Transmit
any written counteroffer from property owners including supporting
documentation, and Agent's recommendation with regard to the counteroffer.
j) Prepare final offer letter as necessary.
k) Appear and provide Expert Witness testimony when requested.
6. Relocation Services:
a) Notify all property owners and potential displacees of eligibility for relocation
assistance and provide them with a Relocation Assistance Brochure at time of
initial contact. If possible, advise displacee of preliminary relocation benefits
at this time.
b) Contact and provide relocation assistance to property owners and tenants
affected by acquisition of right of way.
c) For residential relocations; locate, evaluate, and maintain files on comparable
available housing.
d) Calculate replacement housing supplement benefits.
e) Compute and submit request for relocation housing /rental supplement to the
City of Denton along with supporting documentation.
f) Provide 90 -day notice to vacate simultaneously with the delivery of the
relocation benefits package.
g) Sixty days later or upon acquisition of the parcel, whichever occurs later, issue
a 30 day letter.
h) Notify the City of Denton immediately if displacee does not move after 30-
day notice expires.
i) Perform a decent, safe, and sanitary inspection of the replacement housing in
accordance with the City of Denton.
j) Prepare moving plan with appropriate photos and sketches along with
inventory of personal property to be moved for non - residential moves.
k) Request moving estimates from moving companies as needed.
1) Coordinate moves with displaced homeowners, business owners, and tenants
and with moving companies in accordance with the City of Denton
procedures.
m) Maintain relocation contact logs.
n) Attend closings on replacement property if requested by any party involved,
and assure supplemental payment is properly distributed.
o) Process and compute increased interest payments as required.
p) Relocation agent shall be available for any appeals or hearings.
q) Prepare all relocation payment claim submissions for all displacees on parcel.
r) Deliver payments in accordance with the City of Denton guidelines.
Condemnation Support:
a) Pre - Hearing Support
(i) Upon receipt of a copy of the final offer, request an updated title
commitment for Eminent Domain from the Title Company.
(ii) Prepare a condemnation package as directed by the City of Denton and
deliver the package to the City of Denton's designee or legal counsel.
(iii) Upon notification from the City of Denton request the update of
appraisal.
(iv) Upon receipt of condemnation packet documents prepared by Counsel
for the City of Denton, Agent will file the original petition with the
County Court at Law or other appropriate Court for a cause number to
be assigned.
(v) File the Lis Pendens including the cause number with the County
Cleric's Office.
(vi) Upon assignment of a court, file the Order Appointing Commissioners
with the judge retaining a copy of the Order for the files.
(vii) Following appointment of Commissioners by the judge, secure the
following documents: Oath of Commissioners signed by the
Commissioners, Order Setting Hearing, and 2 copies of the Notice of
Hearing signed by the Commissioners.
(viii) File all originals with the court and send copies marked "copy" to
Counsel for the City of Denton.
(ix) Send a copy of the petition to the Title Company so that they can
assure all required parties were joined and that no changes in title have
occurred.
(x) Set the Commissioners Hearing after the updated appraisal has been
submitted, if there is no change in value. If there is an increase in
value, upon approval by City of Denton make a revised final offer and
submit a copy of the revised final offer letter.
(xi) Reserve a room for the hearing.
(xii) Coordinate the hearing date with Counsel for the City of Denton, the
Appraiser, the Engineering witness, the three Special Commissioners,
the court reporter and any other parties designated by the City of
Denton.
(xiii) Coordinate a pre - hearing conference if required by Counsel for the
City of Denton.
(xiv) After the hearing is set, serve Notices of Hearing to the indicated
parties at least 11 days prior to the Commissioner's hearing. If it is
necessary to join the Federal Government, be advised that they must
be served not later than 60 days prior to the date of the hearing.
(xv) Once the notices have been served, file the original notices with the
court and send copies stamped "copy" to Counsel for the City of
Denton.
(xvi) Send a reminder letter to all parties.
b) Post - Hearing Support
(i) Obtain the signatures of Commissioners and file with the court for the
judge's signatures within two days the Hearing.
(ii) Obtain and distribute to Counsel for the City of Denton certified
copies of the award.
(iii) File payment of the award in the registry of the court. File a Notice of
Deposit ,with the court and send certified copies to each defendant
notifying them of the date of the deposit. The Date of Deposit is the
Date of Take.
(iv) Take photographs of the interest to be acquired on the day of deposit.
(v) Send written notices of the date of deposit to all interested parties.
(vi) Appear as Expert Witness as requested.
8. Project Administration
a) Maintain current status reports of all parcel and project activities and provide
monthly or as requested to GAI and the City of Denton.
b) Participate in project review meetings as determined by GAI and the City of
Denton.
c) Provide copies of all incoming and outgoing correspondence as generated if
requested.
d) Maintain copies of all correspondence and contacts with property owners.
H. Geotechnical Materials and Construction Testing (Landtec & Alpha Testing)
Testing shall be conducted based on the latest requirements of the City of Denton and the
North Central Texas Council of Governments.
Testing shall be performed for the following:
1. Site Preparation, Filling, Back Filling
2. Utilities
3. Mechanical Lime Stabilization
4. Pier Installation Monitoring
5. Concrete Testing
6. Hot Mix Asphalt Concrete Testing
ARTICLE III
EXTRA SERVICES: Extra Services to be performed by GAI, if specifically authorized in
writing by Owner, which are not included in the above - described Basic and Additional Services,
are described as follows:
A. Phase II Environmental Site Assessment services in accordance with ASTM standards to
identify and investigate the nature and extent of potential environmental contamination.
B. Tree survey to comply with City of Denton tree protection ordinance.
C. Field layouts or the furnishing of construction line and grade surveys.
D. Legal services for eminent domain hearings.
E. Historical structure survey for any structure that is within the proposal right -of -way that
is 50+ years old will be considered an additional service.
F. If buried features or structures are located, it may be necessary to conduct formal
National Register of Historic Places testing to satisfy the THC. The costs of in -depth
NRHP testing or mitigation excavation will be considered an additional service.
G. Documenting and Recording Historic Structures.
H. GIS mapping services or assistance with these services.
I. Providing additional 3D renderings or revisions to existing 3D renderings of the project
design.
J. Malting revisions to drawings, specifications or other documents when such revisions are
1) not consistent with approvals or instructions previously given by Owner or 2) due to
other causes not solely within the control of GAI.
K. Preparing applications and supporting documents for government grants, loans, or
planning advances and providing data for detailed applications.
L. Preparing data and reports for assistance to Owner in preparation for hearings before
regulatory agencies, courts, arbitration panels or any mediator, giving testimony,
personally or by deposition, and preparations therefore before any regulatory agency,
court, arbitration panel or mediator unless such litigation, mediation, arbitration, dispute
review boards, or other legal and/or administrative proceedings or hearings are caused by
actions or negligence of GAI or one of its subconsultants..
M. Assisting Owner in preparing for, or appearing at litigation, mediation, arbitration,
dispute review boards, or other legal and /or administrative proceedings in the defense or
prosecution of claims disputes with contractor(s) unless such litigation, mediation,
arbitration, dispute review boards, or other legal and/or administrative proceedings in the
defense or prosecution of claims disputes with contractor(s) are caused by actions or
negligence of GAI or one of its subconsultants.
N. Assisting Owner in the defense or prosecution of litigation in connection with or in
addition to those services contemplated by this AGREEMENT unless such litigation,
mediation, arbitration, dispute review boards, or other legal and /or administrative
proceedings in the defense or prosecution of claims disputes with contractor(s) are caused
by actions or negligence of GAI or one of its subconsultants. Such services, if any, shall
be furnished by GAI on a fee basis negotiated by the respective parties outside of and in
addition to this AGREEMENT.
O. Performing investigations, studies, and analysis of work proposed by construction
contractors to correct defective construction work.
P. Design, contract modifications, studies or analyses required to comply with local, State,
Federal or other regulatory agencies that become effective after the date of this
agreement.
Q. Services required to resolve bid protests or to rebid the project for any reason, unless such
rebid is directly caused by actions or negligence of the engineering professional.
R. Visits to the site in excess of the number of trips included in Article I for periodic site
visits, coordination meetings, or contract completion activities.
S. Any services required as a result of default of the contractor(s) or the failure, for any
reason, of the contractor(s) to complete the work within the contract time.
T. Providing services after the completion of the construction phase not specifically listed in
Article I.
U. Providing basic or additional services on an accelerated time schedule. The scope of this
service includes the cost for overtime wages of employees and consultants, inefficiencies
in work sequence and plotting or reproduction costs directly attributable to an accelerated
time schedule directed by the Owner.
V. Providing services made necessary because of unforeseen, concealed, or differing site
conditions or due to the presence of hazardous substances in any form.
W. Providing services to review or evaluate construction contractor(s) claim(s), provided
said claims are supported by causes not within the control of GAI.
X. Providing value engineering studies or reviews of cost savings proposed by construction
contractors after bids have been submitted.
Y. Provide follow -up professional services during contractor's warranty period.
ARTICLE IV
TIME OF COMPLETION: GAI is authorized to commence work on the Project upon
execution of this AGREEMENT and agrees to complete the services in accordance with the
schedule shown as Exhibit 3 of this document.
If GAI's services are delayed through no fault of GAI, GAI shall be entitled to adjust contract
schedule consistent with the number of days of delay. These delays may include but are not
limited to delays in Owner or regulatory reviews, delays on the flow of information to be
provided to GAI, governmental approvals, etc. If the project is placed on hold by the Owner for
more than six months, GAI reserves the right to negotiate additional compensation for additional
services related to the delay.
ARTICLE V
RESPONSIBILITIES OF OWNER: Owner shall perform the following in a timely manner so
as not to delay the services of GAI:
A. Designate in writing a person to act as Owner's representative with respect to the services
to be rendered under this AGREEMENT. Such person shall have contract authority to
transmit instructions, receive information, interpret and define Owner's policies and
decisions with respect to GAI's services for the Project.
B. Provide all criteria and full information as to Owner's requirements for the Project,
including project objectives and constraints, space, capacity and performance
requirements, flexibility and expandability, and any budgetary limitations; and furnish
copies of all design and construction standards which Owner will require to be included
in the plan.
C. Assist GAI by placing at GAI's disposal all available information pertinent to the Project
including previous reports, GIS mapping and data, and any other data relative to
completion of the Project.
D. Examine all studies, reports, sketches, drawings, specifications, proposals and other
documents presented by GAI, obtain advice of other consultants as Owner deems
appropriate for such examination and render in writing decisions pertaining thereto
within a reasonable time so as not to delay the services of GAI.
E. Furnish approvals and permits from all governmental authorities having jurisdiction over
the Project and such approvals and consents from others as may be necessary for
completion of the Project.
F. Attend and take leadership role in project progress meetings and other project related
meetings and attend and moderate the public meetings.
G. Give notice to GAI whenever OWNER observes or otherwise becomes aware of any
development that affects the scope or timing of GAI's services, or any defect or
nonconformance of the work of any contractor.
H. Contact other departments within the City of Denton and coordinate with them to obtain
record drawings of other utilities, buildings, or infrastructure as needed.
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North Bonnie Brae
Exhibit 4
Graham Associates. Inc.:
Principal
$150.00
Senior Engineer
$125.00
Registered Public Land Surveyor
$125.00
Senior Hydrologist
$125.00
Registered Engineer
$100.00
Graduate Engineer
$90.00
Graduate Hydrologist
$95.00
Technician IV
$90.00
Technician III
$75.00
Technician II
$60.00
Technician I
$40.00
GPS Survey Crew
$130.00
3 Man Survey Crew
$140.00
2 Man Survey Crew
$120.00
Clerical
$35.00
CADD Station
$25.00
Schrickel. Rollins & Associates. Inc.:
Project Manager
$150.00
Senior Engineer
$120.00
Engineers
$90.00
Senior Landscape Architect
$95.00
Landscape Architect II
$80.00
Landscape Architect I
$66.00
Lic. Irrigator
$70.00
CAD Technician
$70.00
Clerical
$60.00
Blanton and Associates. Inc.:
Senior Project Manager
$136.47
Senior Scientist
$108.39
Env. Scientist/Planner
$103.89
Cartography
$87.38
Env. Tech
$81.54
CADD Tech
$72.82
Secretary
$65.02
Clerical Staff
$48.06
Other Direct Expenses
Mileage $.500 (mile)
Standard Postage
$.42 (letter)
Overnight Mail -letter size
$16.00 each
Overnight Mail - oversized box
$ 40.00 each
Photocopies B/W (8 1 /2 "x 11 ") $
$0.10 each
Photocopies B/W (11 "x17 ") $
$0.20 each
Photocopies Color (8 1 /2 "x 11 ")
$ 0.20 each
Photocopies Color (11 "x17 ")
$ 0.40 each
Plots (B /W Bond)
$1.50 sq ft
Plots (Color Bond)
$ 2.50 sq ft
Lodging/Hotel (Taxes /fees not included)
$ 85.00 day
Meals (over night stay required)
$ 36.00 day
Bacichoe Rental
$ 800.00 day
Hazmat Database Search
$ 500.00 search
Landtec Engineers. LLC
I law �`TI]►1`Lw
Project Geotechnical Engineer
$ 125.00
Senior Geotechnical Engineer
$ 135.00
Senior Project Manager
$ 150.00
Principal Engineer
$ 165.00
Senior Engineering Consultant
$ 195.00
Registered Professional Land Surveyor
$ 135.00
Expert Witness (Deposition and Trial)
$ Reg. Rt. x 1.5
Engineering Technician I
$ 40.00
Engineering Technician II
$ 50.00
Engineering Technician III
$ 60.00
Senior Engineering Technician
$ 65.00
Engineering Assistant /Specialist
$ 75.00
Word Processing /Clerical
$ 50.00
Drafting /CADD
$ 70.00
Field Survey
$ 115.00
Field Survey over 8 hrs /day
$ 125.00
GPS Equipment
$ 10.00
GPS Communications
$ 50.00
Robotic Equipment Charge
$ 10.00
Transportation (portal to portal)
$ 0.65 /mile
Transportation w /trailer (portal to portal)
$ 0.75 /mile
Minimum Transportation Charge
$ 50.00 /trip
Support Vehicle
$ 50.00 /day
Per Diem
$ 150.00 /day
Sample /Document Shipment.$
50.00 each
Plots /Copies
$ 50.00 /first plot;
$ 5.00 after first plot
Copies
$ 0.10 /page
DRILLING AND SAMPLING
Drilling and Intermittent Sampling in Soil
$ 16.00 /foot
Drilling and Continuous Sampling in Soil
$ 24.00 /foot
Drilling in Rock (Auger - no sampling)
$ 15.00 /foot
Core Drilling in Shale /Sandstone /Moderately
Hard Limestone
$ 25.00 /foot
Core Drilling in Very Hard Rock
$ 30.00 /foot
Field Penetration Tests, split spoon
Drill Rig Standby Time
or TxDOT cone
$ 35.00 /each
DRILLING AND SAMPLING CONT'D
Drilling Through Concrete
$ 100.00 /hole
Mobilization of Rig (Local)
$ 300.00 /each
Minimum Drilling fee
$ 1250.00 /each
Plug Bore Hole with Bentonite
$ 7.50 /foot
Hollow Stem Auger Drilling (3.25 I.D.)
w /continuous bbl sampler
$ 27.00 /foot
Drill Rig Standby Time
$ 185.00/hour
SOIL
Atterberg Limits (liquid and plastic limits),
ASTM D4318
$ 60.00 /test
Percent Passing No. 200 Sieve,
ASTM D 1140
$ 50.00 /test
Standard Proctor,
ASTM D 698
$ 140.00 /test
Modified Proctor,
ASTM D 1557
$ 175.00 /test
TEX -113E
$ 225.00 /test
Processing Materials greater than No. 4
$ 65.00 /test
Sieve Analysis, ASTM D422
$ 70.00 /test
Lime /Atterberg Limits Series, 4 points
$ 250.00 /test
Soluble Sulfate, TxDOT 145E
$ 100.00 /test
Moisture Content, ASTM D433
$ 15.00 /test
Moisture Content and Unit Dry Weight
$ 25.00 /test
Hydraulic Conductivity,
ASTM 5084
$ 310.00 /test
Hydraulic Conductivity, COE
$ 310.00 /test
Hydrometer Analysis.
$ 115.00 /test
Specific Gravity
$ 60.00 /test
Unconfined Compressive Strength
$ 45.00 /test
Unconfined Compressive Strength (core)
$ 60.00 /test
Absorption- Pressure Swell
$ 100.00 /test
Free Swell
$ 75.00 /test
Bar Linear Shrinkage
$ 20.00 /test
California Bearing Ratio
(ASTM 1883)
$ 225.00 /point
Consolidation
$ 450.00 /test
Triaxial Shear — 1.4 -inch, 2.0 -inch diameter specimens
(larger diameter specimens quoted upon request)
a. Unconsolidated Undrained:
- multiple specimen,
3 specimens minimum
$ 85.00 /spec
- single specimen,
3 points minimum
$ 85.00 /point
b. Consolidated Undrained
— with pore pressure measurements:
- multiple specimen,
3 specimens
$ 425.00 /spec
- single specimen,
3 points minimum
$ 425.00 /point
c. Consolidated Drained:
- multiple specimen,
3 specimens minimum
$ 450.00 /spec
- single specimen,
3 points minimum
$ 450.00 /point
Direct Shear — 2.5 -inch diameter specimen
- Q -Test,
3 points minimum
$ 175.00 /point
- S -Test,
3 points minimum
$ 250.00 /point
Remolding samples
$ 60.00 /each
En R
Mr. Jim Wagnon, P.E.
Graham Associates, Inc.
600 Six Flags Drive, Suite 500
Arlington, TX 76011
Geotechnical & Environmental Engineering
Construction Materials Testing
Laboratory Testing
QA/QC Services
September 28, 2012
Proposal 3142
Re: Geotechnical Investigation — Bonnie Brae Street — Scripture Street to US 380,
Denton, Texas
Dear Jim:
In accordance with your request we are herein submitting our proposal for professional
geotechnical engineering services for the Bonnie Brae Street project in Denton, Texas.
This proposal is based on information provided and discussed on September 27, 2012.
This section of Bonnie Brae Street includes the section from Scripture Street to US 380,
approximately 4000 linear feet in Denton, Texas.
Based on our understanding of the roadway project, the existing street will be improved to
add additional lane width in both directions, resulting in a four lane arterial. The proposed
pavement includes Jointed Reinforced Concrete Pavement (JRCP) on a stabilized
subgrade.
The scope of work includes pavement design borings and items associated with
coordinating the field work such as utility clearance, laboratory testing for soil classification
and strength tests, preparation of boring logs, and providing the design team with
geotechnical data.
SCOPE OF BASIC SERVICES
LANDTEC proposes the following Basic Services:
Field Exploration
Drill eight (8) soil sample borings along the existing roadway to depths of
approximately 15 feet for pavement design. (Total of 8 borings and 120 linear feet
of drilling).
• Obtain soil samples and perform Hand Penetrometer tests as appropriate for the
soils encountered.
LANDTEC ENGINEERS, LLC 1700 Robert Road Suite 101 Mansfleld, Texas 76063 817.572.2818 Fax 817.453.9984
3142 Bonnie Brae - Scripture to US380 Sept2012.doc
• Observe for groundwater seepage during drilling and record level.
• Backfill boreholes with soil cuttings upon completion.
• Coordinate the clearance of underground utility locations in accordance with the
State of Texas DIGTESS (811) requirement.
• Coordinate with Graham and City of Denton while drilling on or adjacent to public
roads, including traffic control and barricades as necessary.
Laboratory Testing
Laboratory testing will be conducted on samples that are considered to be reasonably
representative of the materials obtained from the field exploration. The tests will evaluate
and classify the soils, identify subsurface site characteristics, and provide data for analysis.
The tests include:
• Atterberg limits (liquid and plastic limits) tests
• Sieve Analysis
• Unit dry weight and moisture content tests
• Unconfined Compressive strength tests
• Soil / Stabilization Additive / Atterberg Limits series tests on subgrade soils
• Soluble Sulfate tests (subgrade soils upper 4 feet)
Engineering Analysis and Reports
An engineering analysis and evaluation of the field and laboratory data will be performed for
the project, based on available project concepts. Information to be provided is as follows:
• Plan of borings illustrating the approximate location of each boring and scale to
which the drawing is made
• A log of each boring indicating the boring number, location (northing, easting and
elevation if provided by Graham Associates), depth of each strata, soil description,
field penetration tests including Standard Penetration tests (SPT's) and/or Texas
Cone Penetrometer (TCP) , laboratory tests, and groundwater information
• Description of the field exploration and laboratory testing program
• Laboratory test results and analysis of results
• Discussion of subsurface soil and groundwater conditions
3142 Bonnie Brae - Scripture to US380 Sept2012.doc 2 LANDTEC ENGINEERS
• Pavement design using WinPAS computer software
• Recommendations for subgrade stabilization including depth, percent stabilization,
compaction and moisture content requirements
• Earthwork recommendations
• Four (4) copies of the geotechnical report plus a PDF version
INFORMATION /SERVICES PROVIDED BY CLIENT
We understand the Client will
• Assist LandTec with known subsurface utilities or other structures or items which
might be damaged during the field exploration program
• Survey locations of boreholes and provide the information to LandTec
• Provide existing and proposed grades
ADDITIONAL SERVICES
The following services are not included in the Basic Services and will be considered as
Additional Services, if and when required or requested:
• Additional copies of the report; additional submittals of draft reports other than those
described in Basic Services; revisions to the report after final submission to Client;
revisions to the report required as a result of changed regulations or design
• Special testing and /or field pavement analysis /studies for pavement design
• Installation and monitoring of piezometers
• The services of specialty subconsultants or other special outside services other than
those described in Basic Services
• Coordination with regulatory agencies other than that described in Basic Services
• Any other services not specifically included in Basic Services
3142 Bonnie Brae - Scripture to US380 Sept2012.doc 3 LANDTEC ENGINEERS
COMPENSATION
LandTec proposes to perform the Basic Services outlined herein on the basis of Lump Sum
of $12,330
Client and LandTec may subsequently agree in writing to provide for additional services to
be rendered under this agreement for additional, negotiated compensation. Services
provided by LandTec will be consistent with the engineering standards prevailing at the time
and in the area that the work is performed; no other warranty, express or implied, is
intended. The cost presented here is applicable for 12 months from the date of this
proposal.
ANTICIPATED SCHEDULE
The field exploration will begin approximately one to two weeks from the time authorization
is received. The field work will require approximately two days, depending on weather
conditions and site accessibility.
Laboratory testing will start after the borings are made and should be completed within one
to two weeks after completion of the field exploration.
The geotechnical engineering report will be completed within one week of completion of the
laboratory testing. A total turnaround time of four weeks is anticipated.
Please call if you have questions.
Sincerely,
LANDTEC ENGINEERS, LLC
Thomas D. Baker, P.E., R.P.L.S.
Sr. Geotechnical Engineer/ Principal
TBPE Firm No. F- 000329 TBPLS Firm No. 100956 -00
3142 Bonnie Brae - Scripture to US380 Sept2012.doc 4 LANDTEC ENGINEERS
en R
Mr. Mark Burckhard, P.E.
Vice President
Graham Associates, Inc.
600 Six Flags Drive, Suite 500
Arlington, TX 76011
Geotechnical & Environmental Engineering
Construction Materials Testing
Laboratory Testing
QA/QC Services
July 14, 2011
Proposal 3142
Re: Geotechnical Investigation — Bonnie Brae Street — Scripture Street to US 380,
Denton, Texas
Dear Mark:
In accordance with your request we are herein submitting our proposal for professional
geotechnical engineering services for the Bonnie Brae Street project in Denton, Texas.
This proposal is based on information provided and discussed during our meeting on June
30, 2011.
This section of Bonnie Brae Street includes the section from Scripture Street to US 380,
approximately 4000 linear feet in Denton, Texas.
Based on our understanding of the roadway project and our meeting on June 30, 2011, the
existing street will be improved to add additional lane width in both directions, resulting in a
four lane arterial. The proposed pavement includes reinforced Portland cement concrete
paving on a stabilized subgrade.
The scope of work includes pavement design borings and items associated with
coordinating the field work such as utility clearance, laboratory testing for soil classification
and strength tests, preparation of boring logs, and providing the design team with
geotechnical data.
SCOPE OF BASIC SERVICES
LANDTEC proposes the following Basic Services:
Field Exploration
Drill eight (8) soil sample borings along the existing roadway to depths of
approximately 15 feet for pavement design. (Total of 8 borings and 120 linear feet
of drilling).
LANDTEC ENGINEERS, LLC 1700 Robert Road Suite 101 Mansfield, Texas 76063 817.572.2818 Fax 817.453.9984
3142 Bonnie Brae - Scripture to US380.doc
• Obtain soil samples and perform Hand Penetrometer tests as appropriate for the
soils encountered.
• Observe for groundwater seepage during drilling and record level.
• Backfill boreholes with soil cuttings upon completion.
• Coordinate the clearance of underground utility locations in accordance with the
State of Texas DIGTESS (811) requirement.
• Coordinate with Graham and City of Denton while drilling on or adjacent to public
roads, including traffic control and barricades as necessary.
Laboratory Testing
Laboratory testing will be conducted on samples that are considered to be reasonably
representative of the materials obtained from the field exploration. The tests will evaluate
and classify the soils, identify subsurface site characteristics, and provide data for analysis.
The tests include:
• Atterberg limits (liquid and plastic limits) tests
• Sieve Analysis
• Unit dry weight and moisture content tests
• Unconfined Compressive strength tests
• Soil / Stabilization Additive / Atterberg Limits series tests on subgrade soils
• Soluble Sulfate tests (subgrade soils upper 4 feet)
Engineering Analysis and Reports
An engineering analysis and evaluation of the field and laboratory data will be performed
for the project, based on available project concepts. Information to be provided is as
follows:
• Plan of borings illustrating the approximate location of each boring and scale to
which the drawing is made
• A log of each boring indicating the boring number, location (northing, easting and
elevation if provided by Graham Associates), depth of each strata, soil description,
field penetration tests including Standard Penetration tests (SPT's) and/or Texas
Cone Penetrometer (TCP) , laboratory tests, and groundwater information
• Description of the field exploration and laboratory testing program
3142 Bonnie Brae - Scripture to US380.doc 2 LANDTEC ENGINEERS
• Laboratory test results and analysis of results
• Discussion of subsurface soil and groundwater conditions
• Pavement design using WinPAS computer software
• Recommendations for subgrade stabilization including depth, percent stabilization,
compaction and moisture content requirements
• Earthwork recommendations
• Four (4) copies of the geotechnical report plus a PDF version
INFORMATIONISERVICES PROVIDED BY CLIENT
We understand the Client will
• Assist LandTec with known subsurface utilities or other structures or items which
might be damaged during the field exploration program
• Survey locations of boreholes and provide the information to LandTec
• Provide existing and proposed grades
ADDITIONAL SERVICES
The following services are not included in the Basic Services and will be considered as
Additional Services, if and when required or requested:
• Additional copies of the report; additional submittals of draft reports other than
those described in Basic Services; revisions to the report after final submission to
Client; revisions to the report required as a result of changed regulations or design
• Special testing and/or field pavement analysis /studies for pavement design
• Installation and monitoring of piezometers
• The services of specialty subconsultants or other special outside services other
than those described in Basic Services
• Coordination with regulatory agencies other than that described in Basic Services
• Any other services not specifically included in Basic Services
3142 Bonnie Brae - Scripture to US380.doc 3 LANDTEC ENGINEERS
COMPENSATION
LandTec proposes to perform the Basic Services outlined herein on the basis of Lump
Sum of $12,330
Client and LandTec may subsequently agree in writing to provide for additional services to
be rendered under this agreement for additional, negotiated compensation. Services
provided by LandTec will be consistent with the engineering standards prevailing at the
time and in the area that the work is performed; no other warranty, express or implied, is
intended. The cost presented here is applicable for 12 months from the date of this
proposal.
ANTICIPATED SCHEDULE
The field exploration will begin approximately one to two weeks from the time authorization
is received. The field work will require approximately two days, depending on weather
conditions and site accessibility.
Laboratory testing will start after the borings are made and should be completed within one
to two weeks after completion of the field exploration.
The geotechnical engineering report will be completed within one week of completion of
the laboratory testing. A total turnaround time of four weeks is anticipated.
Please call if you have questions.
Sincerely,
LANDTEC ENGINEERS, LLC
Thomas D. Baker, P.E., R.P.L.S.
Sr. Geotechnical Engineer/ Principal
TBPE Firm No. F- 000329 TBPLS Firm No. 100956 -00
3142 Bonnie Brae - Scripture to US380.doc 4 LANDTEC ENGINEERS
Blanton 19 Associateson..
ENVIRONMENTAL CONSULTING • PLANNING • PROJECT MANAGEMENT
August 31, 2011
Mark Burckhard, P.E.
Graham Associates, Inc.
600 Six Flags Drive, Suite 500
Arlington, Texas 76011
Re: Proposed Scope of Services for Improvements to North Bonnie Brae Street from 1H 35E to
US 380, City of Denton, Texas
Dear Mr. Burckhard:
As requested, we have prepared the following scope of services to be provided by Blanton & Associates,
Inc. (`B &A ") for the proposed improvements to Bonnie Brae Street extending from IH 35E to US 380.
The proposed improvement would widen Bonnie Brae Street between IH 35E and US 380 from a two -
lane undivided facility to four -lane divided facility with raised medians. The proposed project is
approximately 1.4 miles in length and may result in several displacements and /or relocations due to the
requirements of the proposed project and developed nature of surrounding properties. A copy of the
preliminary schematic is included as Attachment A.
Under this proposal, B &A will prepare enviromnental documentation in accordance with the North
Central Texas Council of Governments' (NCTCOG) requirements for local enviromnental review. The
report will include NCTCOG's Environmental Review Checklist for Local Projects and supporting
documentation for each section of the checkist. The NCTCOG's Draft Environmental Review Process
for Local Projects is included as Attachment B.
Environmental Report Documentation
The environmental report will include NCTCOG's Environmental Review Checklist for Local Projects
and supporting documentation for each section of the checklist. B &A will work closely with the Engineer
and City of Denton to complete the local enviromnental review process outlined in Attachment B. Draft
and final environmental reports will be submitted to the Engineer for processing.
The following scope of services is based on associated field investigations, and preparation of the
environmental report.
Project Information
This section will describe the proposed project; project costs for engineering, right -of -way, utility
relocation, and construction; need and purpose for the project; and alternatives considered during project
development.
5 LAKEWAY CENTRE COURT, SUITE 200 • AUSTIN, TEXAS 78 7 3 4
PHONE 51 2.264. 1095 • FAX 5 12.264. 153 1
Proposed Scope of Services for Improvements to Bonnie Brae Streel f ono IH 35E to US 380, City of Denton
August 31, 2011
Page 2
Local Support and Coordination
This section will list local planning documents that include this project, identify project consistency with
other transportation, infrastructure, or community projects or plans, address compliance with the
Americans with Disabilities Act, document any agreement executed with authorities /agencies, list local
governmental approvals or permits obtained or required, public involvement process and outreach to
environmental justice and LEP populations.
Right -of -Way Information
This section will describe additional ROW needs, number of parcels affected by ROW acquisition,
existing area land use, method for estimating ROW acquisition costs, potential relocations or
displacements of structures, utility relocations or adjustments and potential conflicts, required utility
permits, and potential project impacts on existing billboards.
Cultural Resources
Any anticipated impacts to dedicated publicly owned parkland, wildlife refuges, or recreation areas will
be described. This section will also describe potential project impacts on archeological resources and
historic resources based on literature review and field investigations. This section will document
coordination with the THC and the local historic preservation commission (if applicable). A description
of anticipated cultural resource efforts are described below.
Archeology
A brief review of the proposed project area indicates that it is urban and extensively developed (e.g.,
primarily residential and limited commercial) or in the process of being developed (e.g., the area west of
Bonnie Brae Street between West University Drive and Scripture Street). A review of data available from
the Texas Historical Commnission's (THC) online Texas Archeological Sites Atlas (TASA) indicates that
there are no previously recorded sites within or adjacent to the planned project area. The review further
indicated that in 2009, the City of Denton's proposed Nortb /South Water Pipeline within the existing
Bombe Brae Road right -of -way (ROW) from Scripture Street to approximately 0.75 mile south of the
Loop 288 /Bonnie Brae Street intersection, However, as per the THC, the segment of proposed pipeline
from West Windsor Drive to south of the Loop 288 /13onnie Brae Street intersection was subjected to an
intensive archeological survey; the segment of the pipeline from Scripture Street to West Windsor Drive
was not surveyed (as per the THC) given previous impacts and development. Those investigations
discovered no archeological resources (TASA 2011).
Given those circumstances, it is the opinion of Blanton & Associates, Inc. (B &A) that there is little to no
potential for the proposed project area to contain archeological resources eligible for inclusion to the
National Register of Historic Places (NRHP) or warranting State Archeological Landmark (SAL)
designation. As such, B &A proposes to prepare an archeological background study to initiate project
review with the THC. The background study will evaluate the geologic and soil conditions of the project
area in conjunction with prior disturbances and the location of previously known archeological sites to
assess the potential for the project area to contain archeological resources eligible for inclusion to the
NRHP or warranting SAL. It is B &A's opinion that the level of previous impacts to the proposed project
area precludes the need for an intensive archeological survey (as per 13 TAC 26.20 and 26.5).
Proposed Scope of Services for- Inrproveurertts to Bonnie Brae Street fi -onr IH 35E to US 380, CIO) of Denton
August 31, 2011
Page 3
Historic Resource Studies
Blanton and Associates, Inc. (B &A) shall perform a reconaissance -level documentation and National
Register of Historic Places (NRHP) eligibility evaluation for historic -age builduigs, structures, objects,
districts, and non - archeological sites in the project's Area of Potential Effect (APE). Identification,
evaluation and documentation tasks shall be completed in accordance with the provisions of the Secretary
of the Interior's Standards for the Identification, Evaluation and Documentation (48 FR Paps 44716 -42).
Historic studies shall be performed by a TxDOT pre - certified architectural historian and /or historian and
documented at sufficient levels to satisfy Texas Historical Commission (THC) requirements for
determining the presence of historically significant properties in the Area of Potential Effect (APE) in
accordance with 36 C.F.R. 60 and 13 TAC 26. Performance of historic studies shall include-the following
tasks.
Task 1— Research Design
B &A shall determine the APE and the limits of the survey area in consultation with the THC. B &A shall
conduct a literature review to establish appropriate architectural, historical and cultural contexts for the
project area, determine information requirements and direct the survey effort. B &A shall prepare a
research design in consultation with the THC. The research design shall provide a succinct summary of
the literature review results, clear descriptions of identification, evaluation and documentation tasks
required, and associated production schedules. B &A shall submit an electronic copy of the research
design to Graham & Associates, hie. (Graham) for forwarding prior to forwarding to THC, unless
otherwise directed by Graham. B &A will revise the research design in accordance with Graham's
comments and forward the research design to the THC. B &A shall revise the research design to reflect
comments by THC.
Task 2 — Draft Historic Resources Reconnaissance Survey
It is anticipated that the APE will be the proposed right -of -way and will include any historic -age resource
(defined in accordance with 36 C.F.R. 60 as a building, structure, object, historic district or non-
archeological site at least 50 years old). B &A will also survey any potential historic district within or
partially within the APE. To ensure the reconnaissance -level survey encompasses resources at least 50-
year -old or older, THC's general guideline is to subtract 45 years from the year of letting in the event that
the project is delayed due to unforeseen or unanticipated factors.
B &A shall also complete on -site research sufficient to establish an appropriate historic context for
resources within the APE. B &A shall provide a Historic Resources Survey Report (HRSR) detailing the.
results of the reconnaissance -level survey. The HRSR shall describe the findings of the reconnaissance-
level survey and make recommendations for the need, if any, to conduct intensive survey efforts in order
to finalize determinations of NRHP eligibility in accordance with 36 C.F.R. 60. (Intensive survey efforts
would be included under a separate scope and budget, if required.) The HRSR shall have sufficient detail
and clarity to provide the THC with a basis for making determinations of NRHP eligibility.
Proposed Scope of Services for Improvements to Bonnie Brae Street from IH 35E to US 380, City of Denton
August 31, 2011
Page 4
B &A sliall submit four hard copies of Draft Reconnaissance -level HRSR to Graham prior to forwarding
to THC, unless otherwise directed by Graham. B &A will revise the Draft HRSR in accordance with
Graham's comments and forward the Draft HRSR to the THC.
Task 3 — Final Historic Resources Reconnaissance SwTey
Based on comments from THC, B &A will revise and finalize the Recomnissance -level HRSR. B &A
shall submit a hard copy of the Final Reconnaissance -level HRSR to Graham and the THC, urdess
otherwise directed by Graham.
Threatened and Endan Bred Species
TI-us section will document literature review, including the Texas Parks and Wildlife Department's
(TPWD) Natural Diversity Database search results, and results of the habitat assessment to identify and
address threatened /endangered species issues. The assessment will focus on federal and state listed
species of potential occurrence. Ecologically sensitive resources, if identified, will be mapped and
described in order to assess the potential effects of project construction and operation. These tasks will
include the appropriate literature and aerial photography review and field verification.
Migratory Bird Treaty Act
This section will document migratory bird observations in the field and address project compliance with
the Migratory Bird Treaty Act.
Farmland
This section will identify potential impacts to prime farmland soils and include form CPA -106, if
applicable. Coordination with the Natural Resources Conservation Service may be required.
Wetlands /Waters of the U.S.
Evaluations of waters of the U.S., including wetlands are not anticipated. The Engineer will notify the
City of Denton if a Section 404 permit may be required.
Water Quality
This section will describe potential project impacts to water quality and identify expected permitting
requirements.
Floodplains
This section will describe potential project impacts to floodplains and expected permitting requirements
and coordination with agencies.
Ve etation
This section will identify and describe existing vegetation in the project area and potential project
impacts. Mitigation for project impacts will address local requirements.
Air Quality
This section will discuss potential project impacts on air quality and measures taken to minimize
construction emissions (MSAT and dust). Air quality sensitive receivers adjacent to the proposed project
limits will be identified and described.
Proposed Scope of Services fax Improvements to Bonnie Brae Street fi -onr IH 35E to US 380, City of Denton
August 31, 2011
Page S
Regulated Materials
A standard American Society for Testing and Materials (ASTM) data search for potential hazardous
material sites within one mile of the project site will be performed. The report will include a map and
detailed information on sites identified. In addition, a visual inspection for potential hazardous materials
will be performed within the existing and proposed ROW.
Hazardous materials concerns for this project will be identified and applicable compliance with local,
state, and federal regulations.
Construction Impacts,
This section will identify and describe potential construction unpacts on facilities and services in the
project area and surrounding area. Impacts resulting from limited access or detours will be described and
measures to minimize impacts will be discussed.
Noise sensitive receivers near the construction area or along any detour route will be identified and
described.
Project Coordination
This task includes communication with the Engineer, informal communication with the City of Denton,
and resource agencies, and attendance at no more than three (3) coordination meetings by B &A
personnel. All communication with the Engineer, resource agencies, and the City of Denton will be made
a, pant of the project file.
Assumptions
This proposed scope of services is based on the following assumptions;
1. A presence /absence survey for federally endangered vertebrates will not be required. If the results of
the habitat assessments indicate that a survey(s) is necessary, or the U.S. Fish & Wildlife Service
determines one or more surveys are needed, it (or they) will be accomplished under a separate scope
and budget.
2. Section 7 consultations under the Endangered Species Act are not included in this scope of services.
Section 7 consultation, if deemed necessary, will be accomplished under a separate scope and budget.
3. This scope includes an archeological survey but does not include testing and /or mitigation of sites.
Testing and /or mitigation would be conducted under a separate scope and budget.
4. This scope does not include intensive survey efforts, which includes (but is not limited to) the
research of primary sources such as archival research and deed research. If an intensive survey is
needed, a supplemental scope and fee will be provided.
S. All necessary land access will be secured by the Engineer or the City of Denton.
Proposed Scope of Services for Lnprovements to Bonnie Brae Slreet fr•osr IH 35E to US 380, Qj) of Denlon
August 31, 2011
Page 6
6. Any mitigation plan that may be required as a result of regulatory coordination or consultation will be
done under a separate scope and budget.
7. Preparation of a National Envirorunental Policy Act document for Added Capacity TxDOT Facilities
(intersection improvements at FM 15 15) is not included in this scope of services.
8. This scope of services does not include planning, organizing, or holding any type of public
involvement activity.
9. This scope of services does not include formal coordination with any regulatory agency.
10. This scope of services does not include the preparation of a 4(f) or 6(f) Evaluation.
11. This scope of services does not include a quantitative air quality analysis.
12. Permitting or state or federal funding requirements may affect this scope of services. Any additional
work or field investigation as a result of permitting or other requirements will be done under a
separate scope and budget.
Under this scope of services, B &A proposes to incorporate environmental documentation in the
environmental report on a time and materials basis not to exceed $69,822.23. The budget estimate is
included as Attachment C.
Sincerely,
(:::i),
, P
Dean Tesrner
Blanton & Associates, Inc.
Attachments
LANDTEC
Mr. Jim Wagnon, P.E.
Graham Associates, Inc.
600 Six Flags Drive, Suite 500
Arlington, TX 76011
Geotechnical & Environmental Engineering
Construction Materials Testing
Laboratory Testing
September 28, 2012
Proposal No. 3156
Re: Proposal for Construction Materials Testing CMT Services
Bonnie Brae Street, Scripture Street to US Hwy 380, Denton, Texas
Dear Jim:
In accordance with your request we are herein submitting our proposal for Construction
Materials Testing services for the Bonnie Brae Street project including the section from
Scripture Street to US Highway 380 in Denton, Texas. This proposal is based on
information provided and discussed on September 27, 2012.
Based on our understanding of the roadway project, the existing street will be improved
to add additional lane width in both directions, resulting in a four lane arterial. The
proposed pavement includes reinforced Portland cement concrete paving on a stabilized
subgrade.
1.0 GENERAL
Based on the information currently available and our understanding of the project, we
propose to provide observation / testing on the following items.
• General grading along the roadway including utility backfill
• Stabilized subgrade for the concrete paving
• Reinforcing Steel
• Concrete Paving
LANDTEC ENGINEERS, LLC 1700 Robert Road, Suite 101 Mansfield, Texas 76063 817.572.2818 Fax 817.453.9984
3156 Bonnie Brae Street - CMT- Sept2012.doc
2.0 BASIC SCOPE OF SERVICES
The following paragraphs and attachments detail our basic scope of services and
estimated cost for the construction materials observation and testing, coordination of
field technicians and related engineering review of testing for the project. As a general
overview, our scope of work includes the following:
• Provide experienced engineering technicians to perform on site and laboratory
testing services including sampling materials, observation and testing earthwork,
reinforcing steel, stabilized subgrade and concrete during construction.
• Provide an experienced geotechnicallmaterials engineer (Registered Professional
Engineer in Texas) to provide oversight and coordination of the engineering
technician's daily work, review test data and review test report submittals.
• Perform moisture /density relationships (standard Proctor), Atterberg Limits (liquid
and plastic limits) for general earthwork and backfill.
• Perform compaction tests using a nuclear density device (Troxler gauge).
Determine the density and moisture content, percent compaction on general
earthwork.
• Perform observation and testing of the paving subgrade stabilization including
compaction tests, Proctors, field gradations and depth checks.
• Observe reinforcing steel based on project plans and contractor supplied shop
drawings.
• Perform observation and testing of concrete paving, including slump,
temperature, air content and casting the appropriate number of cylinders for
compressive strength testing.
Based on our current understanding of the proposed construction project, LANDTEC
proposes the following Basic Services to provide construction materials testing on the
referenced project.
A. General Earthwork / Utilities
Standard Proctor and classification tests will be performed for the on -site soils proposed
for fill. In -place moisture - density (compaction) tests will be taken in each 6 to 8 inch lift
of compacted fill material using a Troxler nuclear density gauge. Tests will be taken at a
frequency of one test per 5,000 to 10,000 square feet with a minimum of two tests per
lift.
3156 Bonnie Brae Street - CMT- Sept2012.doc IANDTEC ENGINEERS
2
B. Pavement Subgrade
Observation and testing of the pavement subgrade will include use of a Troxler nuclear
density gauge to determine the moisture and density of the stabilized subgrade and
verify it is compacted as per the specifications.
Field moisture - density (compaction) tests will be performed at the rate of one test per
approximately each 5,000 to 10,000 square feet, with a minimum of two tests per
section. Gradation tests will also be performed on the prepared subgrade (once the
chemical additive is applied) at the rate of approximately one per three compaction tests.
C. Portland Cement Concrete Paving
An engineering technician will sample /test the concrete paving and flatwork. Samples of
plastic concrete will be obtained for slump measurements, air and temperature, and
casting of compressive strength specimens. Concrete will be sampled each 100 cy or
fraction thereof for slump and a set of cylinders (4 each) will be cast and tested per each
100 cy or fraction thereof. The cylinders will be tested with one cylinder at 7 -days, two at
28 days, and one held in reserve. Batch plant inspection is not included in our scope and
cost.
D. Reinforcing Steel
Observation of reinforcing steel for the paving and other cast -in -place concrete based on
contractor supplied shop drawings will be performed on rebar for reinforced cast -in -place
concrete elements.
3.0 ADDITIONAL SERVICES
The following services are not included in the Basic Services and will be considered as
Additional Services, if and when required or requested:
• Additional hours or trips for the engineering technician beyond the specific
hours /trips detailed on the attached spreadsheets.
• Additional engineering, site visits, report review and preparation time beyond what
is outlined in basic services and detailed on the attached spreadsheets.
• Additional testing beyond that outlined in Basic Services on the attached
spreadsheets.
• The services of specialty sub consultants or other special outside services other
than those described in Basic Services.
• Any other services not specifically included in Basic Services and on the attached
spreadsheets.
3156 Bonne Brae Street - CMT- Sept2012.doc LANDTEC ENGINEERS
3
4.0 GENERAL INFORMATION
We propose to provide construction materials testing and observation services for this
project on a call -out basis. The contractor's superintendent will be responsible for
providing notification for field testing. A minimum notice of 24 hours is requested so that
we may effectively schedule our personnel.
Tests will be conducted in all areas designated by the superintendent to be ready for
testing at the time the technician is on site. Field test results will be given verbally to the
superintendent before the technician leaves the site. Test reports will be submitted after
the results are reviewed by a geotechnical /materials engineer. It will be the contractor's
responsibility to track areas and /or items requiring retesting and to schedule retests.
The presence of our field representative will be for the purpose of providing observation
and field testing. Our work does not include supervision or direction of the actual work of
the contractor, employees or agents of the contractor. Neither the presence of our field
representative nor the observation and testing by our firm shall excuse the contractor in
any way for defects discovered in his work.
It is understood that our firm will not be responsible for the job or site safety on this
project. Job and site safety will be the sole responsibility of the contractor.
5.0 COST ESTIMATE (CMT Services)
As indicated in the introduction, the cost estimate provided herein is an "estimate only ".
This is in part due to the fact that the project has not been designed at the time of this
submittal; plans and specs are not available; and, the construction time frame is
unknown.
Cost Estimate for Bonnie Brae — Scripture to US 380: $ 34,320
The actual cost will be dependent on the contractor's rate of work and scheduling of the
various individual work elements. The total testing cost is determined by such items as
the quantity of equipment and manpower on site, cubic yards of concrete placed per day,
earthwork equipment, daily production and scheduling, weather conditions and numerous
other items that are beyond LANDTEC's control.
LANDTEC proposes to perform the Basic Services outlined herein on the basis of Time
and Materials. The attached Cost Estimate sheets estimate the number of hours, tests,
transportation, report preparation and review time. The spreadsheets also present the
unit rates for the various activities. Cost for the items may vary; however, the total
estimated amount will not be exceeded without notification of the client and with client's
approval. Client and LANDTEC may subsequently agree in writing for additional services
to be rendered under this agreement for additional negotiated compensation.
3156 Bonnie Brae Street - CMT- Sept2012.doc IANDTEC ENGINEERS
4
Notes for the cost estimate are as follows:
1. Field test rates are charged per test in addition to technician hourly rates.
2. A minimum of four hours technician time and vehicle charge will be billed for
each call out, sample or specimen pickup.
3. A minimum of four concrete cylinders will be charged for each concrete
placement.
4. A minimum of four in -place moisture- density tests will be charged for each trip
to site to perform tests.
5. Technician time is charged portal -to- portal from our office.
6. Overtime rates are 1.5 times the regular rate for hours worked over 8 hours
per day or hours before 7:00 AM and /or after 5:00 PM. Lab and field services
performed on Saturday, Sunday and holidays will be charged at 1.5 times the
regular rate.
7. Additional tests not included in this proposal will be quoted upon request.
We appreciate the opportunity to submit this letter proposal and look forward to providing
construction materials engineering and testing services for this project. If you have any
questions please call.
Sincerely,
LANDTEC ENGINEERS, LLC
AN a,AP
Thomas D. Baker, P.E.
Sr. Geotechnical Engineer / Principal
Attachments: Cost Estimate Spreadsheets A -1 and A -2
3156 Bonnie Brae Street - CMT- Sept2012.doc LANDTEC ENGINEERS
5
Construction Materials Testing Cost Estimate
Bonnie Brae - Scripture to 380
Denton, Texas
Item Descri tion
Unit
Estimated
Unit
Estimated
1,500. 00
�hr
2,000
Earthwork 18ackfill - Testing
1,300.00
10
50.00
500.00
Concrete Cylinders
Engineering Technician
hr
40
1,080.00
50.00
2,000.00
hr
Engineerin Technician OT
hr
20
75.00
1,500.00
8
Trans ortation
mi
1,000
Transportation
0.65
650.00
0.65
Vehicle
ea
6
50.00
300.00
Standard Proctor ASTM D 698
ea
4
Engineering Technician
140.00
560.00
50.00
lAtterberq Limit Test ASTM D 4318
ea
4
hr
60.00
240.00
750.00
Percent Passing #200 Sieve - D 1140
ea
41
1,500
50.00
200.00
Sieve Analysis
ea
2
50.00
70.00
140.00
Report Preparation/Clerical
In -Place Density Test - ASTM D 2922 & 3017
ea
30
400.00
15.00
450.00
hr
Report Preparation /Clerical I
hr
8
50.00
400.00
Geotechnical Engineer / Report Review
hr
8
125.00
1,000.00
Transportation
mi
1,000
0.65
650.00
Subtotal =
8,090.00
Pavement Sub grade - Testing
Engineering Technician
hr
80
50.00
4,000.00
[Engineering Technician OT
hr
10
75.00
750.00
Trans ortation
ea
1,500
0.65
975.00
Vehicle
ea
10
50.00
500.00
Standard Proctor ASTM D 698
ea
3
140.00
420.00
Atterberg Limit
ea
3
60.00
180.00
Percent Passing #200 Sieve
ea
3
50.00
150.00
Sieve Analysls
ea
2
70.00
140.00
Soil / Stabilization / Atterberg Limits Series
ea
1
250.00
250.00
Field Moisture/Density Tests
ea
30
15.00
450.00
Gradation Tests
ea
10
20.00
200.00
Report Preparation/Clerical
hr
8
50.00
400.00
Geotechnical Engineer/ Report Review
hr
8
125.00
1,000.00
Transportation
ml
1,000
0.65
650.00
Subtotal =
10,065.00
Concrete Paving - Testing
En ineering Technician
hr
75
50.00
3,750.00
LANDTEC ENGINEERS
3156 Bonnie Brae-Scripture to 380 -CMT Sept2012.x1s A -1 9/28/2012
EOT
20
75.00
1,500. 00
�hr
2,000
0.65
1,300.00
10
50.00
500.00
Concrete Cylinders
ea
60
18.00
1,080.00
Report Preparation /Clerical
hr
16
50.00
800.00
Project Engineer/ Report Review
hr
8
125.00
1,000.00
Transportation
mi
200
0.65
130.00
Subtotal = 10,060.00
Reinforcing Steel
Engineering Technician
hr
40
50.00
2,000.00
Engineering Technician OT
hr
10
75.00
750.00
Transportation
ea
1,500
0.65
975.00
Vehicle
ea
10
50.00
500.00
Report Preparation/Clerical
hr
8
50.00
400.00
Project Engineer/ Report Review
hr
4
125.00
500.00
Transportation
mi
0.65
-
Subtotal = 5,125.00
LANDTEC ENGINEERS
3156 Bonnie Brae-Scripture to 380 -CMT Sept2012.x1s A -1 9/28/2012
Construction Materials Testing Cost Estimate
Bonnie Brae - Scripture to 380
Denton, Texas
Item Description
Unit
Estimated
Unit
Estimated
Pre - Construction / Construction Meetings
Pnginej P.E.
hr
4
125.00
500.00
tation
mi
100
0.65
65.00
re aron /Clerical
hr
2
50.0
100.00
ing Tnician
hr
4
50.00
200.00
Transportation
ea
100
0.65
65.00
Vehicle
ea
1
50.00
50.00
__ Subtotal =
980.00
Total Estimate =
no
$
sin W-M
34,320.00
t-ANDTEC ENGINEERS
3166 Bonnie Brae - Scripture to 380 -CMT Sept2012.xls A -2 9/28/2012